| 1721820691000 | 0 | None | None | Other Works | Construction of Slum Water or Boodu Water Processing Plant at Huliyar TP Limits | 193988.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3608582 | 131165 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,
draft, approach channels, key trenches, foundation of 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.P.No.5, I.No.1.4.1(PWD SR 2023-24 Vol-1) | Cum | 294.12 | 294.12 | 32.38 | False | None | None | False | None | False | 9523.6056 | 0 | | 3608583 | 131165 | None | code02 | Providing and laying in position plain 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 machineries, curing,
and all the other appurtenances required to complete the work as per
technical specifications. (The cost of steel reinforcement & formwork
shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregate P.No.15, I.No.2.1.21(PWD SR 2023-24 Vol-1) | Cum | 6884.02 | 6884.02 | 3.4 | False | None | None | False | None | False | 23405.668 | 0 | | 3608584 | 131165 | None | code03 | Providing and laying in position Reinforced 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. (The cost
of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregatesP.No.15, I.No.2.2.11(PWD SR 2023-24 Vol-1) | Cum | 7641.22 | 7641.22 | 8.92 | False | None | None | False | None | False | 68159.6824 | 0 | | 3608585 | 131165 | None | code04 | Centring Charges for Deck raft and Tank Pno 111 Sl no 19(b) Vol 1 | Cum | 222.56 | 222.56 | 3.3 | False | None | None | False | None | False | 734.448 | 0 | | 3608586 | 131165 | None | code05 | Centring Charges for Drain wall Pno 111 Sl no 4 Vol 1 | Cum | 2596.53 | 2596.53 | 1.66 | False | None | None | False | None | False | 4310.2398 | 0 | | 3608587 | 131165 | None | code06 | 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
P.No.18, I.No.2.11 (h)(PWD SR 2023-24 Vol-1) | Tonne | 96029.96 | 96029.96 | 0.36 | False | None | None | False | None | False | 34570.7856 | 0 | | 3608588 | 131165 | None | code07 | Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks in coment mortor 1:4 (1 cement: 4 coarse sand) C.l, cover with frame (light duty) 455x610 mm internal dimensions, total wolght of cover with frame to be not less than 38 kg (weight of cover 23 kg and wolght of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 coment: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation 7 concrate 1:5:10 (1 comant: 5 fine sand: 10 graded stone aggregato 40 mm nominal sizo). inside plastering 12 mm thick with coment mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat coment on walls and bed concrete etc. completo as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line With common burnt clay (non modular) bricks of class designation 3.5 P.No. 126, I.No. 13.53 (PWD SR 2023-24 Vol-2) | Cum | 6857.28 | 6857.28 | 1.0 | False | None | None | False | None | False | 6857.28 | 0 | | 3608589 | 131165 | None | code08 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply Including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer In Charge. External work 100 mm nominal dia Pipes P.No. 122, I.No. 13.33.9 (PWD SR 2023-24 Vol-3) | Cum | 3067.64 | 3067.64 | 10.0 | False | None | None | False | None | False | 30676.4 | 0 | | 3608590 | 131165 | None | code09 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.P.No. 175, I.No.17.1 (PWD SR 2023-24 Vol-2) | Cum | 1217.83 | 1217.83 | 3.78 | False | None | None | False | None | False | 4603.3974 | 0 | | 3608591 | 131165 | None | code10 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the 10 recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts,, all complete as per direction of Engineer-in-charge.P.No. 175, I.No.17.2 (PWD SR 2023-24 Vol-2) | Cum | 1441.46 | 1441.46 | 3.02 | False | None | None | False | None | False | 4353.2092 | 0 | | 3608592 | 131165 | None | code11 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer in-charge. P.No.175, I.No. 17.2 (PWD SR 2023-24 Vol-2) | Cum | 1448.75 | 1448.75 | 3.24 | False | None | None | False | None | False | 4693.95 | 0 | | 3608593 | 131165 | None | code12 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer in- charge. P.No.175, p.No. 17.4 (PWD SR 2023-24 Vol-2) | Cum | 1627.42 | 1627.42 | 1.29 | False | None | None | False | None | False | 2099.3718 | 0 |
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