Tender For Water Supply Scheme Under Jjm Under Dws Division Kumarghat During The Year 2026-27/Sh: - Construction Of Pump House, Installation Of Submerssible Pump Set And Extension Of Di Pipeline At Senapatipara Of Srinathpur Gp Under Gournagar Rd Blo
Tender Value
25.35 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
1 days left
EMD
50701
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Water Supply Scheme Under Jjm Under Dws Division Kumarghat During The Year 2026-27/Sh: - Construction Of Pump House, Installation Of Submerssible Pump Set And Extension Of Di Pipeline At Senapatipara Of Srinathpur Gp Under Gournagar Rd Block Under Dws Sub-Division, Kailashahar
BOQ
| Sl. No. | Item Description |
| 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) By manual means |
| 2 | 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. |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering. All works upto plinth level. (i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 5 | ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt stone aggregate of 20 mm nominal size) |
| 6 | First class brick work in foundation and planth in/c cost of all materials required complete. (i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 7 | First class brick work in superstructure above plinth level and upto floor five level including cost of all materials required complete. (i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 8 | Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete. (i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for:(i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 10 | (ii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, collumns, 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 well burnt brick aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. (i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well graded brick aggregate 20 mm nominal size) |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars / cold twisted deformed steel bars. |
| 14 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. Using flats 30x6mm for diagonal braces and central cross piece. |
| 15 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 16 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. (10.5.1) 40 mm thick. |
| 17 | Providing corrugated G.S. Sheet roofing including vertical/ curved fixed with polymer coated J or L hooks 8 mm diameter, bolts and nuts 6 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with lead and including a coat of approved steel primer and two coats of approved steel primer and two coats of approved epoxy paint on overlapping of sheets complete ( upto a pitch of 60 degrees) over a built structure including all types of necessary scaffoldings etc but excluding the cost of the purlins, rafters and trusses etc as per clauses. (ii) 0.63 mm thick with zinc coating not less than 275 gm / m2 |
| 18 | 12 mm cement plaster of mix. (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 19 | 15 mm cement plaster on rough side of single or half brick wall of mix. (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 20 | 6 mm cement plaster of mix. (i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 21 | Neat cement punning. |
| 22 | Wall painting with plastic emulsion paint (one or morecoats ) of required colour of approved brand andmanufacture on old work to give an even shadeincluding preparation of surface as required complete as per direction of the Engineer in charge. |
| 23 | Providing and fixing soft wood ( chamal ) EVE board 25 mm thick and 225 mm wide including painting two coals complete as directed. |
| 24 | Providing & Placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction. (i) 150 mm dia |
| 25 | 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 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 Engineering-in-charge. B. For G.I. / C.I. / D.I. pipes in new work. a. In all kinds of soil. ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 26 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.i. 100 mm dia Ductile Iron Class K-7 pipes |
| 27 | ii. 150 mm dia |
| 28 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i. 100 mm dia |
| 29 | ii. 150 mm dia |
| 30 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.A. D.I. all socketted Bend 90 degreei. 100 mm dia |
| 31 | ii. 150 mm dia |
| 32 | B. D.I. all socketted Bend 45 degreei. 100 mm dia |
| 33 | ii. 150 mm dia |
| 34 | C. D.I. all socketted Bend 22.5 degreei. 100 mm dia |
| 35 | ii. 150 mm dia |
| 36 | D. D.I all socketted bend 11.25 degreei. 100 mm dia |
| 37 | ii. 150 mm dia |
| 38 | E. D.I. all socketted crossi. 150 x 150 x 150 x 150 mm dia |
| 39 | F. D.I. all socketted teev. 100 x 100 x 100 mm dia |
| 40 | I. D.I. Double Socketted tapperi. 100 x 80 mm dia |
| 41 | ii. 150 x 125/100 mm dia |
| 42 | J. D.I. Flanged Socketted tail pieceii. 100 mm dia |
| 43 | iii. 150 mm dia |
| 44 | K. D.I. Flanged Spigotted tail pieceii. 80 mm dia |
| 45 | ii. 100 mm dia |
| 46 | iii. 150 mm dia |
| 47 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.i. 100 mm dia. A. PN - 1.6 |
| 48 | ii. 150 mm dia. A. PN - 1.6 |
| 49 | Constructing masonry Chamber 90x90x100 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 |
| 50 | 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. (i) 80 mm nominal bore |
| 51 | 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. 65 mm dia |
| 52 | Providing and fixing G.I. 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 |
| 53 | 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.i. 65 mm dia |
| 54 | 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. B. By manual means |
| 55 | Supply and installation of 5000 GPH submersible pump with suitable motor considering with 70.00 mtr. head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the E.I.C (G.I Pipe will be paid separately) |
| 56 | Providing and fabrication of column pipe in/c fitting fixing of G.I flange by cutting the G.I pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. Long and welding the same with G.I flange as per specification and direction of E.I.C ( G.I pipe will be provided by the agency at his own cost and risk ) (iii) For 80 mm dia G.I pipe with 10 mm thick GI flange |
| 57 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood/plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet ) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 58 | Providing and fitting fixing of fully automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415 V, in Steel Sheet Enclosures with Contractor and Timer etc. complete suitable for submersible Pump L & T , BCH ABB make as per specification and direction of the Engineer- in charge. (i) 25 HP/18.5 kw Relay range within 13-21 + 10 % |
| 59 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-incharge. (i) 63 amps |
| 60 | Providing and fitting fixing with PVC insulated single coremultistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. (i) 16 sqmm |
| 61 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 62 | Providing and fitting fixing of moving iron type, Range 0-100 V, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 63 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. (i) 32-40 Amps |
| 64 | Providing and fitting fixing 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 65 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. (ii) for 3 phase connection with 4.0 mtr long G.I pipe |
| 66 | Providing and fitting fixing Single phaseing preventer + selectable under voltage+ selectable over voltage on delay 5 sec off delay 15 sec phase asymmetry 10% L&T/ BCH/Havels/ Siemens etc make complete as per specification and direction of the Engineer-in-charge |
| 67 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-chargei) 5-15 kVAr 440 V Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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