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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 LRejected-AOC | ₹3.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Mohandas M L1 | ANEESH. R L2 |
|---|---|---|---|---|---|
| 1.00Working Charges | |||||
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 105 | sqm | 250 ₹26,250 | 398.96 ₹41,890.8 |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 107.5 | cum | 400 ₹43,000 | 610.07 ₹65,582.53 |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 210 | metre | 18 ₹3,780 | 28.81 ₹6,050.1 |
| 1.00 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 210 | metre | 90 ₹18,900 | 93.83 ₹19,704.3 |
| 1.00 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 18.65 | Kwh | 20 ₹373 | 35.39 ₹660.02 |
| 1.01 | 100.98.1008:Engaging Coolie. | 2 | no | 800 ₹1,600 | 973.47 ₹1,946.94 |
| 1.01 | 100.98.1009:Engaging Fitter ( grade 1). | 2 | no | 900 ₹1,800 | 1,183.27 ₹2,366.54 |
| 1.01 | 18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | 1 | each | 2,800 ₹2,800 | 2,512.86 ₹2,512.86 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.5 | cum | 8,500 ₹89,250 | 8,308.27 ₹87,236.84 |
Tender Value
₹3.4 L
EMD Value
₹8,437
Closing Date
21 Feb 2026, 11:00 amClosed
Assistant Executive Engineer
WWWESTSubdivision,Pongummoodu
DEPOSIT Deposit work of Thiruvananthapuram Corporation-Improving water supply towards Doosiyoorkonam areas in Cheruvaikkal Ward by laying 90mm PVC pipeline from Bapuji Nagar lane under Pongummoodu section
2026_KWA_836199_1
08/AEE/PMD/DB2/4001/2025
Open Tender
Civil Works - Water Works
120 days
Bapuji Nagar-Doosiyoorkonam lane under Pongummoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,437
Yes
11 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Working Charges
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
100.98.1008:Engaging Coolie.
100.98.1009:Engaging Fitter ( grade 1).
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Supply of materials
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
OD227736/2024-2025:Supply of 90mm PVC End Cap 10kg/cm2
OD246885/2024-2025:Supply of 110x90mm PVC Reducer Tee @10kg/cm2
OD249327/2024-2025:Supply of 90mm PVC Bend 90/45/22.5 degree @ 10Kg/cm2
OD249328/2024-2025:Supply of 110mm CIR joint
OD6598/2025-2026:Supply of 560mm dia MH cover with frame (Heavy duty as on 1/1/2022)
Construction of valve chamber
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 up to 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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
OD261306/2024-2025:Conveying CI MH Cover with frame from the dept. store to site and placing in position etc. complete
OD261309/2024-2025:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete
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