| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721977897000 | 0 | None | None | Buildings | CONSTRUCTION OF FRONT ELEVATION AND PORTICO TO TERTIARY CANCER CARE CENTRE AT MIMS MANDYA. (Borewell Works) | 327706.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3626372 | 131821 | None | I-12.4 P-140 V-5 | Geophysical investigation at site for sinking borewells for Providing
drinking water to the habitation either through the Hand Pump MWS
or P.W.S.S, by vertical electrical sounding by adopting Venner or
Schlumbergers's method, including reconnaissance survey of geological
formation. Geophysical investigation of existing ground water in the
vicinity, its quality, quantity and acceptability of the users, indicating
the location of the site, recommended depth of casing pipe required to
seal the top unconsolidated formation including an extra depth of 1.0
metre in consolidated formation for proper seating of casing pipe, depth
of drilling required to cover full depth of aquifer proposed to be tapped,
probable yield and other information required including transportation
of instruments and accessories to work site, engaging technical personal
and labour required etc. NOTE: 1) Additional rate on item 1&2 is
allowed for drilling in over burden and fixing Casing pipes beyond 20
M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%,
b) Above 30 M - 30% (Measurement of overburden is restricted to the
depth of casing pipe fixed excluding initial depth of 20M and projection
above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry
Borewell towards yield test. etc. complete | Each | 6427.04 | 6427.04 | 2.0 | False | None | None | False | None | False | 12854.08 | 0 | | 3626373 | 131821 | None | I-12.1.1 P-139 V-5 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth)Borewell depth of 0 to 50 Mtrs | Rmtr | 449.7 | 449.7 | 50.0 | False | None | None | False | None | False | 22485.0 | 0 | | 3626374 | 131821 | None | I-12.1.2 P-139 V-5 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 50 to 100 Mtrs | Rmtr | 563.95 | 563.95 | 50.0 | False | None | None | False | None | False | 28197.5 | 0 | | 3626375 | 131821 | None | I-12.1.3 P-139 V-5 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth)Borewell depth of 100 to 150 Mtrs | Rmtr | 599.19 | 599.19 | 50.0 | False | None | None | False | None | False | 29959.5 | 0 | | 3626376 | 131821 | None | I-12.32 P-143 V-5 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe
grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and
latest ammendments, electrical resistance welded steel tubes, material
and conforming to IS 1387-1993 and manufactured by basic open
hearth electric or basic oxygen process in random length of 5-7m both
ends.threaded conforming to IS 554-1985 one end fixed with socket
conforming to IS 4270-2001 and the other end with screwed pipes all
shall be responsibaly free from defects. The tubes shall be responsible
straight end should be with ISI marking weighing 25.10kg/m.prices
include Collar-Medium duty. | Rmtr | 2349.37 | 2349.37 | 20.0 | False | None | None | False | None | False | 46987.4 | 0 | | 3626377 | 131821 | None | I-12.33 P-143 V-5 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with
all latest amendments if any for any dia. The thickness of plate used for
covering one end shall be 3mm (minimum). The dimensions of caps and
colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments | Each | 182.31 | 182.31 | 1.0 | False | None | None | False | None | False | 182.31 | 0 | | 3626378 | 131821 | None | I-13.32 P-146 V-5 | Labour charges for Erection, Electrification and commissioning of Pump
sets, including aligning and balancing of all items including supply and
erection of two pair of supporting clamps, bore well caps, cable clips and
water tight gland cable protectors, bolts, nuts, valve and gauges,tools and
equipments etc., involved in the job as per specifications, with necessary
tests as per specifications, with testing of as per instructions of engineer
incharge of work. | Job | 7900.1 | 7900.1 | 1.0 | False | None | None | False | None | False | 7900.1 | 0 | | 3626379 | 131821 | None | I-13.33 P-156 V-5 | Labour charges for erection of indoor type panel board and meter board
units with all necessary materials and labour tools and equipments
including cement concrete for foundation/bed etc,complete as per
specification, with testing of as per instructions of engineer incharge
of work. | Job | 1640.79 | 1640.79 | 1.0 | False | None | None | False | None | False | 1640.79 | 0 | | 3626380 | 131821 | None | I-13.25.1 P-154 V-5 | Supply and delivery at site of brand new best make non-return valve as
per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1519.25 | 1519.25 | 2.0 | False | None | None | False | None | False | 3038.5 | 0 | | 3626381 | 131821 | None | I-2.6.2 P-7 V-6 | Supplying and drawing 3 core flat PVC sheathed submersible pump
cable manufactured with electrolytic grade copper with flexible copper
with low resistance conductor confirming to13:8130-1984 and virgin
grade PVC insulation and powder coating extruded PVC sheathed
suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 4 mm2 | Mtr | 204.19 | 204.19 | 195.0 | False | None | None | False | None | False | 39817.05 | 0 | | 3626382 | 131821 | None | I-5.44.4 P-21 V-6 | Supply and Installation / Fixing / Provision of Outdoor type
Thermoplastic Modular Panel enclosure with transparent
Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof,
dust proof, water proof, corrosion proof having internally Embedded
gasket on both lid and flap suitable to fix Single Phase / Three Phase
Energy Meter in suitable base plate and having a provision for Fuse /
MCB cut-out with suitable transparent hinged flap opening for
operating MCB along with complete tamper proof SEALING facility. 600 mm x 600 mm x 170 mm | Each | 17647.61 | 17647.61 | 1.0 | False | None | None | False | None | False | 17647.61 | 0 | | 3626383 | 131821 | None | I-5.18.7 P-18 V-6 | Supplying & fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32 A TPN | Each | 2086.84 | 2086.84 | 2.0 | False | None | None | False | None | False | 4173.68 | 0 | | 3626384 | 131821 | None | I-5.2.1 P-14 V-6 | Supplying fully automatic star-delta starter unit push button type with
suitable wires, 3 contactors, one adjustable thermal timer mounted
on a common base plate held in steel enclosure for use on 400/440 V 3
phase and wired after fixing to the existing wooden board for motor.
upto 12.5 HP | Each | 9060.81 | 9060.81 | 2.0 | False | None | None | False | None | False | 18121.62 | 0 | | 3626385 | 131821 | None | I-32.03 P-13 V-6 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) | Km | 143422.06 | 143422.06 | 0.05 | False | None | None | False | None | False | 7171.103 | 0 | | 3626386 | 131821 | None | I-21.05 P-52 V-6 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using
Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm | Km | 25384.84 | 25384.84 | 0.05 | False | None | None | False | None | False | 1269.242 | 0 | | 3626387 | 131821 | None | I-1.6.1 P-6 V-1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. | Cum | 588.25 | 588.25 | 16.2 | False | None | None | False | None | False | 9529.65 | 0 | | 3626388 | 131821 | None | I-9.7.1 P-99 V-5 | HDPE Grade PE80-PN 4.0, 63 mm Dia | Mtr | 183.53 | 183.53 | 135.0 | False | None | None | False | None | False | 24776.55 | 0 | | 3626389 | 131821 | None | I-13.6.2 P-149 V-5 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and latest amendanent etc complete 10 stage | Mtr | 16906.21 | 16906.21 | 1.0 | False | None | None | False | None | False | 16906.21 | 0 | | 3626390 | 131821 | None | I-13.13.4 P-151 V-5 | Providing Submersible Pump Set of 150mm dia suitable for bore well and
confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt
Motor as per specifications, to work site as per necessary ammendments
and instructions of engineer incharge of work. For 3 HP etc. complete 5.00 HP - 135 LPM @ 84 m = 12 STG Outlet Dia - 2.00" | Mtr | 35048.49 | 35048.49 | 1.0 | False | None | None | False | None | False | 35048.49 | 0 |
| | 1721977897000 | 0 | None | None | Buildings | CONSTRUCTION OF FRONT ELEVATION AND PORTICO TO TERTIARY CANCER CARE CENTRE AT MIMS MANDYA. (Civil Works) | 3013219.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3626391 | 131822 | None | I-1.1 of vol 1 P-5 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | Cum | 110.6 | 110.6 | 46.08 | False | None | None | False | None | False | 5096.448 | 0 | | 3626392 | 131822 | None | I-4.1 of vol 2 P-5 | Providing and injecting chemical emulsion for Pre-constructional
Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery,complete as per specifications. | Sqm | 143.42 | 143.42 | 42.0 | False | None | None | False | None | False | 6023.64 | 0 | | 3626393 | 131822 | None | I-2.1.3 of vol 1 P-15 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7279.03 | 7279.03 | 16.98 | False | None | None | False | None | False | 123597.9294 | 0 | | 3626394 | 131822 | None | V-1 I-2.5.2 P-16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Formwork and centering are included) Column Footings | Cum | 8982.34 | 8982.34 | 11.18 | False | None | None | False | None | False | 100422.5612 | 0 | | 3626395 | 131822 | None | V-1 I-2.5.2 P-16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Formwork and centering are included) Columns | Cum | 14138.87 | 14138.87 | 4.05 | False | None | None | False | None | False | 57262.4235 | 0 | | 3626396 | 131822 | None | V-1 I-2.5.2 P-16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Formwork and centering are included) Plinth Beam, Roof Slab | Cum | 12475.47 | 12475.47 | 22.05 | False | None | None | False | None | False | 275084.1135 | 0 | | 3626397 | 131822 | None | V-1 I-2.5.2 P-16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Formwork and centering are included) Roof Beam | Cum | 13307.17 | 13307.17 | 3.01 | False | None | None | False | None | False | 40054.5817 | 0 | | 3626398 | 131822 | None | I-2.11 A of vol 1 P-18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. Buildings | Tonne | 108726.04 | 108726.04 | 7.47 | False | None | None | False | None | False | 812183.5188 | 0 | | 3626399 | 131822 | None | I-1.9 of vol 1 P-7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 323.3 | 323.3 | 46.08 | False | None | None | False | None | False | 14897.664 | 0 | | 3626400 | 131822 | None | V-2 I-8.6.1 P-42 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge ---- including all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work. | Sqm | 392.57 | 392.57 | 70.31 | False | None | None | False | None | False | 27601.5967 | 0 | | 3626401 | 131822 | None | V-2 I-8.8 P-42 | Providing 18 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge ---- including all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work. | Sqm | 450.91 | 450.91 | 201.86 | False | None | None | False | None | False | 91020.6926 | 0 | | 3626402 | 131822 | None | V-2 I-15.1 P-148 | Providing and laying water proofing treatment to the Roof with PU based
single component elastomeric pure polyurethane based coating on New
terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing
membrane that is highly elastic with elongation greater than
400% and tensile strength greater than 2MPa as per ASTM D412. The
waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve
final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy
primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing
membrane. The finished cost to include surface preparation,
making coving at Junction, Bore Packing, treatment of construction joints
completely as per specification | Sqm | 992.98 | 992.98 | 54.51 | False | None | None | False | None | False | 54127.3398 | 0 | | 3626403 | 131822 | None | V-2 I-8.22 P-44 | Providing lime wash on walls with one coat with lime of approved quality
to give an even shade, including cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 12.15 | 12.15 | 114.94 | False | None | None | False | None | False | 1396.521 | 0 | | 3626404 | 131822 | None | V-2 I-8.25 P-45 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over and including
water thinnable priming coat with cement primer after thoroughly
brooming the surface to remove all dirt, dust, mortar drops and foreign
matter including preparing the surface even and sand paper smooth, cost
of materials, labour complete as per specifications and as per directions
of Engineer-in-charge | Sqm | 166.51 | 166.51 | 54.51 | False | None | None | False | None | False | 9076.4601 | 0 | | 3626405 | 131822 | None | V-2 I-8.30 P-46 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, after thoroughly brooming the surface to remove all
dirt, dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 211.48 | 211.48 | 114.94 | False | None | None | False | None | False | 24307.5112 | 0 | | 3626406 | 131822 | None | I-6.1 of vol 2 P-12 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1
cement : 4 coarse sand) including cost of all materials, labour, scaffolding
and usage charges of machinery & other incidental charges complete as
per the direction of engineer incharge of work. | Cum | 9990.59 | 9990.59 | 6.04 | False | None | None | False | None | False | 60343.1636 | 0 | | 3626407 | 131822 | None | I-9.24 of vol 2 P-63 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 3466.32 | 3466.32 | 100.0 | False | None | None | False | None | False | 346632.0 | 0 | | 3626408 | 131822 | None | I-10.15.2 of vol 2 P-70 | Providing and fixing of Aluminium composite panel of approved make and
colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams
with necessary aluminium frame works at required level made out of
50x25x4mm C section or equivalent. The panel should consist of 3mm
thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance
as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched
between 0.50 skins thick aluminium sheet making a total panel
thickness of 4mm. The surfaces will be finished with PVDF based coating
on topsides and service coating on reverse sides would be in polyester
paint. The system shall be fixed using GI brackets, aluminium L cleats and
stainless steel bolts and nuts complete with spring washer and cap nuts
and all other necessary accessories, sealing shall be done with necessary
rods etc., complete | Sqm | 5765.86 | 5765.86 | 66.9 | False | None | None | False | None | False | 385736.034 | 0 | | 3626409 | 131822 | None | V-2 P-187 I-19.7.3 | Demolishing brick work manually/ by mechanical means including stacking
of serviceable material and disposal of unserviceable material to the
appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1250.65 | 1250.65 | 1.99 | False | None | None | False | None | False | 2488.7935 | 0 | | 3626410 | 131822 | None | I-10.1.6 of vol 5 P-113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 90mm dia., 6 kg/sqcm & class 3 | m | 357.33 | 357.33 | 15.0 | False | None | None | False | None | False | 5359.95 | 0 | | 3626411 | 131822 | None | I-4.1 A (i) of vol 3 P-23 | Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage
of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete
as per clause 401 For Grading -I Material | Cum | 3023.92 | 3023.92 | 13.0 | False | None | None | False | None | False | 39310.96 | 0 | | 3626412 | 131822 | None | I-6.8.2 of vol 3 P-51 | Providing and laying 80mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS
15658 for Commercial Traffic Axle load repetitions upto 10MSA
& for Residential Streets of approved shape and colour, laid in
required pattern and including over 40mm thick compacted bed
of coarse sand, filling the joints with fine sand etc. all complete as
per the direction of Engineer-in-charge. (WMM/WBM Base to be
paid separately as per relevant technical specification) | Sqm | 1411.08 | 1411.08 | 130.0 | False | None | None | False | None | False | 183440.4 | 0 | | 3626413 | 131822 | None | I-1.4.1 of vol 1 P-5 | Earth work excavation by manual means for drains, canals, waste weir, draft,
approach channels, key trenches, foundation of Buildings & bridges and such
simillar works in all kinds of soils, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled and sides
neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools & other appurtenaces required to complete the work. | Cum | 294.13 | 294.13 | 114.27 | False | None | None | False | None | False | 33610.2351 | 0 | | 3626414 | 131822 | None | I-2.2.1 of vol 1 P-15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sump Base | Cum | 7870.46 | 7870.46 | 10.37 | False | None | None | False | None | False | 81616.6702 | 0 | | 3626415 | 131822 | None | I-2.2.1 of vol 1 P-15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sump Wall | Cum | 11461.83 | 11461.83 | 10.44 | False | None | None | False | None | False | 119661.5052 | 0 | | 3626416 | 131822 | None | I-2.2.1 of vol 1 P-15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sump Slab | Cum | 11461.83 | 11461.83 | 4.75 | False | None | None | False | None | False | 54443.6925 | 0 | | 3626417 | 131822 | None | I-13.31.4 of vol 2 P-122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 32mm pipe | Mtr | 486.16 | 486.16 | 60.0 | False | None | None | False | None | False | 29169.6 | 0 | | 3626418 | 131822 | None | I-13.31.2 of vol 2 P-122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 20mm pipe | Mtr | 294.13 | 294.13 | 60.0 | False | None | None | False | None | False | 17647.8 | 0 | | 3626419 | 131822 | None | I-13.4.1 of vol 2 P-122 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) : 25 mm nominal bore | No | 667.25 | 667.25 | 1.0 | False | None | None | False | None | False | 667.25 | 0 | | 3626420 | 131822 | None | A.R | Chamber cap | Nos | 5469.3 | 5469.3 | 2.0 | False | None | None | False | None | False | 10938.6 | 0 |
|
|
|---|