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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC BALDAKHAL PASCHIM CHAMPAMURA AGARTALA WEST TRIPURA PIN 799008 | WEST TRIPURA | TRIPURA | 799008 | ₹6.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.9 LRejected-Finance CHANPUR NEAR IOC KHAYERPUR AGARTALA BUDDHJUNGNAGAR WEST TRIPURA PIN 799008 | WEST TRIPURA | TRIPURA | 799008 | ₹6.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.9 LRejected-Finance PANCHAYAT TILLA RADHAKISHORE NAGAR OLD AGARTALA WEST TRIPURA | OLD AGARTALA | WEST TRIPURA | TRIPURA | ₹6.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹7.3 LRejected-Finance CHANPUR KHAYERPUR WARD NO 9 AMC AGARTALA WEST TRIPURA PIN 799008 | AGARTALA | WEST TRIPURA | TRIPURA | 799008 | ₹7.3 L | L4 | Rejected-Finance L4 |
| 5 | L5₹7.5 LRejected-Finance ASSAMPARA RANIRBAZAR WEST TRIPURA PIN 799035 | WEST TRIPURA | TRIPURA | 799035 | ₹7.5 L | L5 | Rejected-Finance L5 |
Tender Value
₹8.7 L
EMD Value
₹17,453
Closing Date
29 Nov 2025, 3:00 pmClosed
THE EXECUTIVE ENGINEER,
O/O THE EXECUTIVE ENGINEER, DWS DIVISION, JIRANIA
Please refer to DNIeT
2025_CEDWS_67389_1
76/DNIeT/EE/DWS/JRN/2025-26
Open Tender
Civil Works - Water Works
180 days
RANIRBAZZAR
Please refer to DNIeT
3 documents required · 3 mandatory
₹1,000
₹17,453
30 Mar 2026
20 Nov 2025
29 Nov 2025
20 Nov 2025
29 Nov 2025
20 Nov 2025
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 6.0 kg / cm2)
i) 40 mm OD
ii) 50 mm OD
iii) 90 mm OD
iv)110 mm OD
iv)140 mm OD
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 CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia
ii) 50 mm dia
iii) 90 mm dia
iv) 110 mm dia
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 CPWD specification and direction of the Engineer - in - charge.
i) 40 mm OD
iii) 90 mm OD
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 CPWD specification and direction of the Engineer - in - charge.
i) 40 x40 mm dia
iii) 90 x 90 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 CPWD specification and direction of the Engineer - in - charge.
i) 50 x 40 mm dia
ii) 110 x 90 mm dia
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part-6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge
i) 90 mm dia
ii) 110 mm dia
Providing and fixing G.I. pipes medim 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 CPWD specification and direction of the Engineer - in - charge. A. External work.
i) 15 mm dia nominal bore
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
i) 10 mm nominal bore
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
i) 80 mm dia. A. PN - 1.0
ii) 100 mm dia. A. PN - 1.0
iii) 100 mm dia. A. PN - 1.0
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia 150 mm long
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 40 mm dia with 15 mm dia opening
ii) 50 mm dia with 15 mm dia opening
iii) 90 mm dia with 15 mm dia opening
iv) 110 mm dia with 15 mm dia opening
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 fittings will be paid separately).
i) 15 mm dia
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
A) For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 90 mm dia
ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
Providing and fixing G.I. 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
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in -charge.
i) 15 mm dia
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
Making road crossing by horizontal boaring 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. A. By manual means
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
(i) 15 mm dia PVC /plastic bib cock
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