Tender For Jjm Scheme Under South Tripura District / Construction Of Reinforced Cement Concrete Clear Water Reservoir (Cwr), Pump House, Electrical And Mechanical Works, Providing Pipeline & Functional House Hold Tap Connection And Other Allied Works
Tender Value
39.95 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
15 days left
EMD
79920
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 Jjm Scheme Under South Tripura District / Construction Of Reinforced Cement Concrete Clear Water Reservoir (Cwr), Pump House, Electrical And Mechanical Works, Providing Pipeline & Functional House Hold Tap Connection And Other Allied Works At M.S Para Under Gagan Para Vc Within The Jurisdiction Of Satchand R.D Block Under Dws Sub-Division, Sabroom During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | 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.-All kinds of soil |
| 2 | 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. |
| 3 | 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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.13) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 5 | First class brick work in foundation and plinth including cost of all materials as required complete6.1.3) In cement mortar 1:4 ( 1 cement : 6 fine sand ). |
| 6 | 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:5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 7 | 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-5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 8 | 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-5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | 5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 11 | 5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 12 | 5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 13 | 5.9.7.1 Stairs (excluding landings) except spiral-staircases with wooden plank |
| 14 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete above plinth level.5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 17 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 18 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 19 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 20 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.41.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 22 | Providing and fixing G.I. pipes of Heavy 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. |
| 23 | xi). 150 mm dia. nominal bore |
| 24 | ix) 100 mm dia. Nominal bore |
| 25 | 6 mm cement plaster of mix :12.9.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) sqm |
| 26 | Neat cement punning. |
| 27 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level:5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) For Foot Path:-1x30x1/2(5.00+7.00)x0.100=18.00 |
| 28 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.10.40.1 450 mm X 300 mm in all shades and design |
| 29 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.-Anti-Skid Tiles10.41.1.2 600 mm x 600 mm in all shades and designs 1st class quality ceramic floor Porcelain tiles |
| 30 | 6.12 Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 31 | 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.i) Hot finished welded type tubes |
| 32 | 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:-i) Using flats 30x6mm for diagonal braces and central cross piece. |
| 33 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete as per direction of Engineer-in-charge.i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 34 | 8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 35 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate |
| 36 | 12 mm cement plaster of mix12.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 37 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 38 | Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer]12.45.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 39 | Extra for providing and mixing water proofingmaterial in cement concrete work in doses by weight of cement as per manufacturer's specification |
| 40 | Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 41 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia |
| 42 | 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 / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 63 amps |
| 43 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors 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% |
| 44 | 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. |
| 45 | Providing and fitting fixing with PVC insulated single core multistrand 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) 10 sqmm |
| 46 | 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. |
| 47 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 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. |
| 48 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different 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 |
| 49 | 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. i) For 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 50 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 51 | 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-charge.i) 5-15 kVAr 440 V |
| 52 | Providing and fitting fixing Single phasing preventor +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. |
| 53 | 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 Soilsi) For pipes not exceeding 90 mm dia |
| 54 | 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) |
| 55 | i) 40 mm OD |
| 56 | ii) 50 mm OD |
| 57 | iii) 90mm OD |
| 58 | 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. |
| 59 | i) 40 mm dia |
| 60 | ii) 50 mm dia |
| 61 | iii) 90 mm dia |
| 62 | 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. |
| 63 | i) 40 mm OD |
| 64 | ii) 50 mm OD |
| 65 | 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. |
| 66 | iii) 90 x 90 mm dia |
| 67 | iv) 110 x 110 mm dia |
| 68 | 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. |
| 69 | ii) 110 x 90 mm dia |
| 70 | iii) 140 x 110 mm dia |
| 71 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge. |
| 72 | i) 90 mm dia |
| 73 | ii) 110 mm dia |
| 74 | iii) 140 mm dia |
| 75 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 100 mm nominal bore |
| 76 | 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. |
| 77 | i) 80 mm dia. A. PN - 1.6 |
| 78 | ii) 100 mm dia. A. PN - 1.6 |
| 79 | iii) 125 mm dia. A. PN - 1.6 |
| 80 | 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. |
| 81 | i. 15 mm dia. nominal bore |
| 82 | ii. 40 mm dia. nominal bore |
| 83 | iii. 65 mm dia. nominal bore |
| 84 | iv. 80 mm dia. nominal bore |
| 85 | v. 100 mm dia. nominal bore |
| 86 | vi. 125 mm dia. nominal bore |
| 87 | 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) 15 mm nominal bore |
| 88 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 89 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 90 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). |
| 91 | i) 15 mm dia |
| 92 | ii) 25 mm dia |
| 93 | iii)32 mm dia |
| 94 | 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. |
| 95 | i) 15 mm dia |
| 96 | ix) 100 mm dia. |
| 97 | 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. |
| 98 | i. 80 x 15 mm dia |
| 99 | ii. 80 x 40 mm dia |
| 100 | iii. 100 x 40 mm dia |
| 101 | iv. 100 x 65 mm dia |
| 102 | v. 100 x 80 mm dia |
| 103 | Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). ii) For 80 mm dia G.I. pipe with 10 mm thick GI flange |
| 104 | Providing & fitting fixing of 2500 GPH X 76 mtr. head water lubricated submerssible pump of maximum 150 mm outer dia with maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3phase, 50Hz, A.C. supply and star delta method of starting along with 35.00 mtr. PVC insulated 3 core flat copper cable of 4.0 sqmm conforming to relevant IS code for submersible motor with all necessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of the Engineer-in-charge |
| 105 | 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 |
| 106 | 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 :'(i) With Second Class bricks |
| 107 | Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/ DWS/2022-23), specification and direction of Engineer-in-charge. |
| 108 | Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge. |
| 109 | Supplying of wooden toll box of size 1.00x0.60x 0.75 in/c us balts and painting complete and painting complete as per direction of the Engg-in-charge. |
| 110 | Supplying of plastic chair of approved make and quality in W/S scheme as per direction of the Engineer-in-charge |
| 111 | Supplying of plastic table of approved make and quality in W/S scheme as per direction of the Engineer-in-charge |
| 112 | Supplying of ISI marked/ Tapria marke tools for water supply scheme. |
| 113 | i) Sly wrench |
| 114 | iii) Pipe Wrench |
| 115 | iii) plier (8\\") |
| 116 | iv) Screw driver |
| 117 | v) Hacksaw 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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