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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC Being a 1st lowest |
| 2 | L2₹7.9 LRejected-AOC 1 NO BENGALI PARA PASCHIM BASA AMARPUR GOMATI DISTRICT | ₹7.9 L | L2 | Rejected-AOC Being a 2nd lowest |
| 3 | L3₹8.5 LRejected-AOC | ₹8.5 L | L3 | Rejected-AOC Being a 3rd lowest |
| 4 | L4₹10.4 LRejected-AOC GAKUL PUR GOMATI DISTRICT TRIPURA | ₹10.4 L | L4 | Rejected-AOC Being a 4th lowest |
Tender Value
₹9.7 L
EMD Value
₹19,331
Closing Date
2 Mar 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer DWS Division Udaipur
FDR/ R/mtc of RWS/NRDWP/JJM Schms undr Killa RD Blck/SH- Reparng, mtc PVC/DI/CI/GI piplin in/c fttng fixng CI S/V, constructn S/V chmbr etc. at diffrnt WSSs undr DWS SD, Killa durng yr 2025-26. (Group-I)
2026_CEDWS_70930_1
93/EE/DWS/DIVN/UDP/2025-26
Open Tender
Civil Works - Water Works
365 days
Killa
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹19,331
24 Apr 2026
24 Feb 2026
2 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
Charges for repairing of leakage in UPVC / HDPE pipe linewith PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge
i) 90 mm dia
ii) 110 mm dia
ii) 140 mm dia
Providing and laying of flexible PVC Pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer-in-charge.(Cost of fitting will be paid searately.)
i) 15 mm dia
ii) 20 mm dia
iii) 25 mm dia
iv) 32 mm dia
Charges for push-on(tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer-in-charge.
(i) 100 mm dia
ii) 150 mm dia
Providing and fitting fixing brass ferrule with CI cover confoming to IS: 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer-In-Charge. i) 10mm nominal bore.
Providing and fitting fixing GI union as per CPWD specification and direction of the Engineer-In-Charge.
i) 15mm dia.
ii) 25 mm dia.
iii) 32 mm dia.
Providing and fitting fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.
Providing and fitting fixing GI Bend/ elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge.
i) 15 mm dia.
ii) 65 mm dia.
iii) 80 mm dia.
Providing and fitting fixing GI Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge.
i) 80 x 65 mm dia.
ii) 100 x 80 mm dia.
Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i) 25 x 25 x 25 mm dia.
Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i) 25 x 25 x 15 mm dia
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. i) By manual means
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : A. With Second Class bricks
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i. 90 mm dia
ii. 110 mm dia
iii. 140 mm dia
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 90 x 90 mm dia
ii) 110 x 110 mm dia
iii) 140 x 140 mm dia
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 110 X 90 mm dia
ii) 140 X 110 mm dia
iii) 160 X 140 mm dia
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i ) 90 mm dia
ii) 110 mm dia
iii) 140 mm dia
Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 90 mm dia with 15 mm dia opening
ii) 110 mm dia with 15 mm dia opening
iii) 140 mm dia with 15 mm dia opening
Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge.
i) 80 mm dia. A. PN - 1.6
ii) 100 mm dia. A. PN - 1.6
iii) 125 mm dia. A. PN - 1.6
iv) 150 mm dia. A. PN - 1.6
Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia plastic bib cock.
Providing and fitting fixing of GI flange(10 mm wall thickness) by welding with GI /MS pipe and placing position as per specification and direction of the Engineer in charge. (i) 125 mm dia
Providing and fixing G.I pipe meduim class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works (X)
Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers of same class conforming to IS: 10124(Pt-II) with solvent cement conforming to IS: 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class-3(working pressure 6.0kg/cm2 i) 90 mm dia
ii) 110 mm dia
iii) 140 mm dia
Providing and fixing GI pipes of medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specifications and direction of the Engineer-in-charge. A. External work (i) 25 mm dia nominal bore
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