Tender For Utility Shifting Of Drinking Water Supply Pipeline At Jamarai Para Iwp & M Well At Natunpara Schemes And Other Allied Works Etc. Under Dws Sub-Division Kanchanpur (Nh-44 To Jamarai Para, Dist: North Tripura Package No- Tr0307-P4) During Th
Tender Value
20.12 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
6 days left
EMD
40246
Bank guarantee accepted
Document Fee
1000
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 Utility Shifting Of Drinking Water Supply Pipeline At Jamarai Para Iwp & M Well At Natunpara Schemes And Other Allied Works Etc. Under Dws Sub-Division Kanchanpur (Nh-44 To Jamarai Para, Dist: North Tripura Package No- Tr0307-P4) During The Year 2026-27 Gr-Iii(Deposit Work)
BOQ
| Sl. No. | Item Description |
| 1 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. |
| 2 | i) 100 mm dia |
| 3 | 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 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 5 | 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. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 7 | 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 stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 11 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 12 | 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 |
| 13 | 12 mm cement plaster of mix :In cement mortar 1 : 4 ( 1 cement : 4 fine sand) |
| 14 | Providing and fixing CI sluice valve ( with cap) complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge |
| 15 | i) 100 mm dia.PN-1.6 |
| 16 | Providing and fixing G.I pipe medium 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 |
| 17 | i) 100 mm dia nominal bore |
| 18 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(slope-1 in 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 chapter2 of CPWD specification and direction of the Engineer in charge. |
| 19 | For UPVC pipes in the new work. |
| 20 | For pipes exceeding 90 mm dia not exceeding 300 mm dia |
| 21 | For G.I./C.I./ D.I. pipes in new work |
| 22 | For pipes exceeding 90 mm dia not exceeding 300 mm dia |
| 23 | 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 joint 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. |
| 24 | Class -3 (working pressure 6.0 kg/cm2) |
| 25 | 110 mm OD |
| 26 | Providing and fixing and laying fabricated UPVC bend of required degree conforming 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 |
| 27 | 110 mm dia |
| 28 | Providing and laying S&S Centrifugally Cast (spun) Ductile iron class 7 pipes conforming to IS 8329 as per CPWD specification and direction of the Engineer in charge. |
| 29 | 100 mm dia Ductile Iron Class k-7 pipes |
| 30 | Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocksincluding stacking of pipes at site lead upto 50 metre as perCPWD specification and direction of the Engineer - in -charge |
| 31 | 100 mm dia |
| 32 | Charges for laying S & S Centrifugally Cast ( Spun ) DuctileIron Class K-7 Pipes conforming to IS : 8329 as per CPWDspecification and direction of the Engineer - in - charge. |
| 33 | 100 mm dia |
| 34 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixingcomplete as per direction of Engineer-in-Charge. |
| 35 | 125 mm dia nominal bore (medium) |
| 36 | Dismantling G.I. pipes (external work) includingexcavation and refilling trenches after taking out thepipes, manually/ by mechanical means includingstacking of pipes within 50 metres lead as perdirection of Engineer-in-charge : |
| 37 | Above 40 mm nominial bore |
| 38 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun )cast iron pipes or ductile iron pipes including testing of jointsand including the cost of rubber gasket as per CPWDspecification and direction of the Engineer - in - charge. |
| 39 | 100 mm dia |
| 40 | Dismentalling of existing PVC pipe from underground including necessary earth cutting etc.anddismentalled pipes,couplers,tees,etc properly stacking in safe site as per CPWD Specification &direction of Engineer-in-charge. |
| 41 | Pipes,cables etc exceeding 75 mm dia but not exceeding 315 mm dia. |
| 42 | Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 43 | i)100 mm nominal bore |
| 44 | Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately. |
| 45 | i) 100 mm dia. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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