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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC PATHAKHERA AREA MADHYA PRADESH | DINDORI | MADHYA PRADESH | 481778 | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹13.9 L+₹22,484.90 (1.65%)Rejected-Finance | L2 | Rejected-Finance Higher than lowest bid | |
| 3 | L3₹17.0 L+₹3.3 L (24.5%)Rejected-Finance HOUSE NO 02 SARATHE COMPLEX BAGDONA DISTRICT BETUL MADHYA PRADESH 460449 | BETUL | MADHYA PRADESH | 460449 | L3 | Rejected-Finance Higher than lowest bid |
Tender Value
₹21.7 L
EMD Value
₹27,200
Closing Date
23 May 2023, 11:00 amClosed
Staff Officer (Civil), Pathakhera Area, WCL
Staff Officer (Civil), G.M. Office, WCL Pathakhera Area, P.O. - Pathakhera, District - Betul, Madhya Pradesh, PIN - 460449
Day-to-day repairing, cleaning, and allied works of sanitation system at Pathakhera Township of Pathakhera Area
2023_WCL_278942_2
PK3550-CIV-E-02-2023-24
Open Tender
Water Supply/ Sanitation Works
Percentage
366 days
Pathakhera Township, Pathakhera Area, WCL
Please refer Tender documents.
3 documents required · 3 mandatory
₹27,200
18 Jul 2023
12 May 2023
24 May 2023
12 May 2023
23 May 2023
13 May 2023
12 May 2023 - 16 May 2023
Amount
Item code 6.34.2 - (6.4.2 - 6.1.2) Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 Coarse sand).
Item code 13.7.2 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).
Item code 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Item code 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
Item code 17.13.2 Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm.
Item code 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.
Item code 12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter.
Item code 12.41.1 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter.
Item code 12.42.5.2 Providing and fixing on wall face unplasticised – PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°. 110 mm bend.
Item code 12.42.5.1 Providing and fixing on wall face unplasticised – PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°. 75 mm bend.
Item code 5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Item code 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or More.
Desludging of inspection chamber including taking out the cover, cleaning of chamber, refixing the cover, disposal of sludge within a lead of 500 m, and flushing with water if required, as per instructions of Engineer-in-charge. Of volume upto 0.25 cum.
Desludging of inspection chamber including taking out the cover, cleaning of chamber, refixing the cover, disposal of sludge within a lead of 500 m, and flushing with water if required, as per instructions of Engineer-in-charge. Of volume above 0.25 cum & upto 0.75 cum.
Desludging of septic tank including taking out the cover slab, cleaning the tank using suitable approved method, refixing the cover, disposal of sludge within a lead of 500 m, and flushing with water if required, as per instructions of Engineer-in-charge.
Cleaning of covered drains by removing cover, cleaning sludge such that the bed is clearly visible, & refixing the cover after repairing of any damages caused during the process; sludge & rubbish to be deposited at specified place within a lead of upto 100 mtr, as per directions of engineer-in-charge: Main drains of width 0.30 m & above, once in 4 months.
Cleaning of open drains by removing sludge such that the bed of the drain is clearly visible, sludge & rubbish to be deposited at specified place within a lead of 100 m, as per directions of Engineer-in-charge: Main drains of width 0.30 m & above, once in a month.
Cleaning of open drains by removing sludge such that the bed of the drain is clearly visible, sludge & rubbish to be deposited at specified place within a lead of 100 m, as per directions of Engineer-in-charge: Sub drains of width less than 0.30 m, once in a month.
Sweeping & brooming at various locations of the township including cleaning & depositing the rubbish at specified place within a lead of 100 m, as per instructions of Engineer-in-charge.
Disposal of garbage including collection/ loading from various locations of the township, carriage, & disposal of garbage at designated palce(s) outside the colonies, as per directions of engineer-in-charge. Quantity of garbage measured in stacks will be reduced by 20% (for deduction of voids) for payment.
Providing and fixing red sandstone slabs of minimum thickness 30 mm to cover drains, fixed and jointed with cement mortar 1:5 (1 cement: 5 coarse sand) with joints finished flush.
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