Tender For Jjm Scheme Under South Tripura District/ S.H. : Providing Of Functional House Hold Tap Connection (Fhtc) Along With Construction Of Hydrant Post And Platform At Individual House Hold At Different Locations Under Poangbari Rd Block With In
Tender Value
62.73 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
15 days left
EMD
1.25 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Jjm Scheme Under South Tripura District/ S.H. : Providing Of Functional House Hold Tap Connection (Fhtc) Along With Construction Of Hydrant Post And Platform At Individual House Hold At Different Locations Under Poangbari Rd Block With In The Jurisdiction Of Dws Sub-Division, Sabroom During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes, cables etc. in/c exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (Slope-1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm indepth in/c 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) In all kinds of soil. |
| 2 | i) For Pipes not exceeding 90 mm dia. |
| 3 | ii)For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 4 | 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). |
| 5 | i) 15 mmdia. |
| 6 | ii)20mmdia. |
| 7 | iii) 25mm dia. |
| 8 | iv) 32 mm dia |
| 9 | Providing, fixingandlayingrigidUPVCpipesconformingto IS:4985jointingwithcouplers,ofsameclassconformingto IS:10124(Pt-II )withsolvent cement conforming toIS: 14182includingtestingof jointscomplete(butexcludingthe cost of specials like bend, tees etc. whichwill be paid separately)asper CPWDspecificationanddirectionof the Engineer - in - charge. A.Class-3(WorkingPressure6.0kg/cm2) |
| 10 | i) 90 mmOD |
| 11 | ii) 110 mm OD |
| 12 | 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. |
| 13 | A) By Mechanical Means |
| 14 | B) By Manual means. |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.a)In all kindsof soil. |
| 16 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 17 | Centering shuttering including struttings,propping etc.and removal of form work for: |
| 18 | i)Foundations,footings,bases for column set c.for mass concrete with timber plank |
| 19 | ii)Columns,Pillars,Piers,Abutments,Posts& Struts with ply shutters. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level:i)1:3:6(1Cement:3fine sand:6graded well burnt brick aggregate 20 mm nominal size |
| 21 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. All work upto plinth level:i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 22 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers,abutments,postsandstrutsetc.uptofloorfive level excluding cost of centring, shuttering, finishing and reinforcementi)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 23 | 12 mm cement plaster of mix.i)Cement mortar1:4(1cement :4finesand) |
| 24 | 6 mm cement plaster of mix.i)Cement mortar1:3(1cement :3finesand) |
| 25 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.i)Thermo-Mechanically Treated bars of grade Fe- 500D or more |
| 26 | Providing and fixing G.I. Pipes medim class as per IS: 1239 with latest amendment complete with G.I. fittings in/c trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in- charge. A)Externalwork.i)15 mm dia nominal bore. |
| 27 | Providing and fixing Brass Ferrule with C.I. cover conforming to IS : 2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer- in- charge.i) 15 mm nominal bore. |
| 28 | Providing and fixing G.I. Bend / Elbow in the Pipe Line in/c testing of joints complete as per CPWD specification and direction of the Engineer- in- charge. i) 15 mm dia. |
| 29 | Providing and fixing G.I. Socket as per CPWD specification and direction of the Engineer- in- charge. i) 15 mm dia. |
| 30 | Providing and fixing G.I. Nipple of Medium class as per CPWD specification and direction of the Engineer- in- charge. i) 15 mm dia 75 mm long. |
| 31 | Providing and fixing G.I. Union as per CPWD specification and direction of the Engineer- in- charge. i) 15 mm dia. |
| 32 | 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. |
| 33 | 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. |
| 34 | i) 80 mm dia. A. PN - 1.0 |
| 35 | ii) 100 mm dia. A. PN - 1.0 |
| 36 | iii) 125 mm dia. A. PN - 1.0 |
| 37 | ii) 150 mm dia. A. PN - 1.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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