| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706017923000 | 0 | None | None | Other Works | P4Construction of Rain Water Harvesting at W.No. 13, 2Rejuvination of Bhavi & Supplying & Fixing of Submersible Motor & Cistern at W.No. 03&06, 3Rehabilitating of Borewell & Construction of around Katte in Bhagyanagar TP Limit. (ST Category) (W.No. 13) | 167153.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2278633 | 66896 | None | code01 | 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. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 3.024 | False | None | None | False | None | False | 768.3984 | 0 | | 2278634 | 66896 | None | code02 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5 | Nos | 6591.9 | 6591.9 | 12.0 | False | None | None | False | None | False | 79102.8 | 0 | | 2278635 | 66896 | None | code03 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : For Grade PE 100 PN 8.0: HDPE Grade PE100-PN8.0,90mm dia | Mtr | 338.1 | 338.1 | 203.8 | False | None | None | False | None | False | 68904.78 | 0 | | 2278636 | 66896 | None | code04 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete: 100 mm clamp | Kgs | 1865.85 | 1865.85 | 5.28 | False | None | None | False | None | False | 9851.688 | 0 | | 2278637 | 66896 | None | code05 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 13.6 | False | None | None | False | None | False | 3741.36 | 0 | | 2278638 | 66896 | None | code06 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 13.6 | False | None | None | False | None | False | 2284.8 | 0 | | 2278639 | 66896 | None | code07 | For Name Board | LS | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 |
| | 1706017923000 | 0 | None | None | Other Works | P4Construction of Rain Water Harvesting at W.No. 13, 2Rejuvination of Bhavi & Supplying & Fixing of Submersible Motor & Cistern at W.No. 03&06, 3Rehabilitating of Borewell & Construction of around Katte in Bhagyanagar TP Limit. (ST Category) (W.No. 03&06) | 409906.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2278640 | 66897 | None | code01 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump. 5 hp pump | hr | 325.5 | 325.5 | 16.0 | False | None | None | False | None | False | 5208.0 | 0 | | 2278641 | 66897 | None | code02 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition | Cum | 373.8 | 373.8 | 124.758 | False | None | None | False | None | False | 46634.5404 | 0 | | 2278642 | 66897 | None | code03 | 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. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 7.68 | False | None | None | False | None | False | 1951.488 | 0 | | 2278643 | 66897 | None | code04 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 1.04 | False | None | None | False | None | False | 6788.964 | 0 | | 2278644 | 66897 | None | code05 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.94 | False | None | None | False | None | False | 11429.607 | 0 | | 2278645 | 66897 | None | code06 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 3.08 | False | None | None | False | None | False | 20662.026 | 0 | | 2278646 | 66897 | None | code07 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6955.3 | 6955.3 | 1.77 | False | None | None | False | None | False | 12310.881 | 0 | | 2278647 | 66897 | None | code08 | 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. f Canal & Allied Works. | Tonne | 94510.5 | 94510.5 | 0.02 | False | None | None | False | None | False | 1890.21 | 0 | | 2278648 | 66897 | None | code09 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. | Kgs | 118.65 | 118.65 | 200.0 | False | None | None | False | None | False | 23730.0 | 0 | | 2278649 | 66897 | None | code10 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm) | Sqm | 843.15 | 843.15 | 5.7 | False | None | None | False | None | False | 4805.955 | 0 | | 2278650 | 66897 | None | code11 | 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 | 8631.0 | 8631.0 | 0.72 | False | None | None | False | None | False | 6214.32 | 0 | | 2278651 | 66897 | None | code12 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone 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. | Sqm | 349.65 | 349.65 | 18.58 | False | None | None | False | None | False | 6496.497 | 0 | | 2278652 | 66897 | None | code13 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. | Sqm | 103.95 | 103.95 | 29.01 | False | None | None | False | None | False | 3015.5895 | 0 | | 2278653 | 66897 | None | code14 | 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 | Mtr | 308.7 | 308.7 | 24.0 | False | None | None | False | None | False | 7408.8 | 0 | | 2278654 | 66897 | None | code15 | Providing and fixing PVC (S.W.R) P Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete | Nos | 324.45 | 324.45 | 2.0 | False | None | None | False | None | False | 648.9 | 0 | | 2278655 | 66897 | None | code16 | RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete. | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | | 2278656 | 66897 | None | code17 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 | | 2278657 | 66897 | None | code18 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. For Medium Duty GI pipe: Medium Duty GI pipe 32mm dia | Mtr | 400.05 | 400.05 | 1.6 | False | None | None | False | None | False | 640.08 | 0 | | 2278658 | 66897 | None | code19 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 | No | 383.25 | 383.25 | 2.0 | False | None | None | False | None | False | 766.5 | 0 | | 2278659 | 66897 | None | code20 | 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. 3.00 HP - 155 LPM @ 42 m = 7 STG Outlet Dia - 2.00" | Each | 25550.7 | 25550.7 | 1.0 | False | None | None | False | None | False | 25550.7 | 0 | | 2278660 | 66897 | None | code21 | 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 | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2278661 | 66897 | None | code22 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. For Medium Duty GI pipe: Medium Duty GI pipe of 65mm dia | Mtr | 754.95 | 754.95 | 42.0 | False | None | None | False | None | False | 31707.9 | 0 | | 2278662 | 66897 | None | code23 | Labour charges for laying and jointing GI pipes with earth work including fixing collars, elbows, tees, bends, gland cocks and other fittings with cuts and threads, white lead paints wherever necessary, conveying the materials from office to workspot and retuning the surplus materials from workspot to stores etc complete. 65mm dia. GI pipes & specials. | Mtr | 33.6 | 33.6 | 42.0 | False | None | None | False | None | False | 1411.2 | 0 | | 2278663 | 66897 | None | code24 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. For 65 mm dia GI collar: | Each | 327.6 | 327.6 | 7.0 | False | None | None | False | None | False | 2293.2 | 0 | | 2278664 | 66897 | None | code25 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 65 mm dia GI elbow | Each | 311.85 | 311.85 | 6.0 | False | None | None | False | None | False | 1871.1 | 0 | | 2278665 | 66897 | None | code26 | 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 65 mm | Each | 1627.5 | 1627.5 | 1.0 | False | None | None | False | None | False | 1627.5 | 0 | | 2278666 | 66897 | None | code27 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x6 Sqm. | Mtr | 194.25 | 194.25 | 40.0 | False | None | None | False | None | False | 7770.0 | 0 | | 2278667 | 66897 | None | code28 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicatin lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. for outdoor 6 to 15 HP pumps | Each | 18375.0 | 18375.0 | 1.0 | False | None | None | False | None | False | 18375.0 | 0 | | 2278668 | 66897 | None | code29 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 2278669 | 66897 | None | code30 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 2278670 | 66897 | None | code31 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 0.45 | False | None | None | False | None | False | 75.6 | 0 | | 2278671 | 66897 | None | code32 | For Name Board | LS | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 | | 2278672 | 66897 | None | code33 | For Benches | Nos | 8000.0 | 8000.0 | 16.0 | False | None | None | False | None | False | 128000.0 | 0 |
| | 1706017923000 | 0 | None | None | Other Works | P4Construction of Rain Water Harvesting at W.No. 13, 2Rejuvination of Bhavi & Supplying & Fixing of Submersible Motor & Cistern at W.No. 03&06, 3Rehabilitating of Borewell & Construction of around Katte in Bhagyanagar TP Limit. (ST Category) (Borewell & Katte) | 251978.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2278673 | 66898 | None | code01 | Re-drilling of filled-up borewell, including yield test at final depth. | Mtr | 466.2 | 466.2 | 55.0 | False | None | None | False | None | False | 25641.0 | 0 | | 2278674 | 66898 | None | code02 | 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. comlete for : PVC pipes 160mm dia., 6 kg/sqcm & class 3 | Mtr | 648.9 | 648.9 | 12.0 | False | None | None | False | None | False | 7786.8 | 0 | | 2278675 | 66898 | None | code03 | 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 7.50 HP - 155 LPM @ 112 m = 10 STG Outlet Dia - 2.00" | Each | 35923.65 | 35923.65 | 1.0 | False | None | None | False | None | False | 35923.65 | 0 | | 2278676 | 66898 | None | code04 | 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 | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2278677 | 66898 | None | code05 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 Sqm. | Mtr | 141.75 | 141.75 | 60.0 | False | None | None | False | None | False | 8505.0 | 0 | | 2278678 | 66898 | None | code06 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade PE100-PN8.0,63mm dia | Mtr | 196.35 | 196.35 | 50.0 | False | None | None | False | None | False | 9817.5 | 0 | | 2278679 | 66898 | None | code07 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicatin lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. for outdoor 6 to 15 HP pumps | Each | 18375.0 | 18375.0 | 1.0 | False | None | None | False | None | False | 18375.0 | 0 | | 2278680 | 66898 | None | code08 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 2278681 | 66898 | None | code09 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 2278682 | 66898 | None | code10 | Cutting of Trees, excluding removal of stumps and roots of trees Girth from 300 mm to 600 mm Ref. to MoRT&H : IRC 201 | Each | 624.75 | 624.75 | 28.0 | False | None | None | False | None | False | 17493.0 | 0 | | 2278683 | 66898 | None | code11 | Removal of stumps and roots including backfilling with suitable material to required compaction Girth from 300 mm to 600 mm Ref. to MoRT&H : IRC 201 | Each | 383.25 | 383.25 | 28.0 | False | None | None | False | None | False | 10731.0 | 0 | | 2278684 | 66898 | None | code12 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle | Sqm | 508.2 | 508.2 | 4.8 | False | None | None | False | None | False | 2439.36 | 0 | | 2278685 | 66898 | None | code13 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Ref. to MoRT&H : IRC 305 | Cum | 517.65 | 517.65 | 36.0 | False | None | None | False | None | False | 18635.4 | 0 | | 2278686 | 66898 | None | code14 | 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. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 5.346 | False | None | None | False | None | False | 1358.4186 | 0 | | 2278687 | 66898 | None | code15 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 1.19 | False | None | None | False | None | False | 7768.1415 | 0 | | 2278688 | 66898 | None | code16 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 2.38 | False | None | None | False | None | False | 14021.889 | 0 | | 2278689 | 66898 | None | code17 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 5.86 | False | None | None | False | None | False | 39311.517 | 0 | | 2278690 | 66898 | None | code18 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6955.3 | 6955.3 | 0.9768 | False | None | None | False | None | False | 6793.93704 | 0 | | 2278691 | 66898 | None | code19 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone 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. | Sqm | 349.65 | 349.65 | 35.168 | False | None | None | False | None | False | 12296.4912 | 0 | | 2278692 | 66898 | None | code20 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. | Sqm | 103.95 | 103.95 | 35.168 | False | None | None | False | None | False | 3655.7136 | 0 | | 2278693 | 66898 | None | code21 | For Name Board | LS | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 |
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