Tender For Renovation Of Balaram Fiii L.I Scheme Under Paschim Balaram Gp During The Year 2026-27/Sh:-Shifting Of Pump House & Installation Of Pump Motor,Electrical Equipments And All Other Accessories.
Tender Value
10.92 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
18 days left
EMD
21849
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhalai → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Balaram Fiii L.I Scheme Under Paschim Balaram Gp During The Year 2026-27/Sh:-Shifting Of Pump House & Installation Of Pump Motor,Electrical Equipments And All Other Accessories.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling GS sheet roofing & walling including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge |
| 2 | Dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, hold fasts etc. complete including stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- |
| 3 | Dismentaling of old pump/motor from base & stacking of materials & return the same to Sub-Divisional store as per direction of the Engineerin-Charge |
| 4 | Dismentaling of G.I pipe including necessary earth cutting etc. & return the same to Sub-Divisional store as per direction of the Engineerin-Charge. for suction 150 mm dia, For delivery, 125mm dia |
| 5 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Above 40 mm nominal bore |
| 6 | Dismentaling of G.I bend including necessary earth cutting etc. & return the same to Sub-Divisional store as per direction of the Engineerin-Charge 125/150 mm ɸ |
| 7 | Dismentling of pannel board by disconnection of all electrical equipments & stacking of materials & return the same to Sub-Divisional store as per direction of the Engineer-in-charge. |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 to50 m and lift upto 1.5 m.All kinds of soil |
| 11 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c 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. |
| 12 | Providing and laying in position cement concrete of specified grade ex/c the cost of centering and shuttering. All work up to plinth level |
| 13 | a)1:4:8(1 cement:4 fine sand: 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 14 | b)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 15 | c)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 16 | Providing and laying cement concrete 1:2:4(1 cement : 2 fine sand : 4 graded well burntbrick aggregate) flooring finished with afloating coat of neat cement including cement slurry, rounding of edges and strips etc. Complete as per direction of Engineerin-charge. 40 mm thick |
| 17 | First class brick work in foundation and plinth including cost of all materials as required complete. In cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 18 | Making plinth protection 50mm thick of cement concrete 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. |
| 19 | 12 mm cement plaster of mixIn cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 20 | Neat cement Punning |
| 21 | Providing and fixing MS bolts including nuts and washers complete as per standard design: |
| 22 | (Upto 300mm length) |
| 23 | (Above 300mm length) |
| 24 | Providing and fixing MS round holding down bolts with nuts and washer platesz complete as per standard design. |
| 25 | Providing & fixing of fabricated post made of 100mm dia medium class MS pipe (9.75 kg/mtr) 3.00 mtr long fitted with 3 nos. 75X45X6 mm cleat and 2 nos. 200 X200X10mm gusset plate at top and bottom including cutting making necessary holes in the gusset plates, welding etc. complete (excluding nuts & bolts) as per direction of the Engineer - in- Charge. |
| 26 | Fabricating and supplying at site of work, steel tubular trusses of M.S pipe conforming to IS specification, complete with purlin, bracing and other necessary fittings such as cleat gusset plate etc of thickness not less than 6.00 mm including applying a primming coat (two or more coats)as per direction of the Engineer - in- Charge and approved standard design. (Member used in trusses as rafter, bottom tie and purlin are of 40.00 mm dia and struts etc are of 20.00 mm dia and bottom runner are of 25.00 mm dia conforming to IS 1239 part-II /1990 light class) . One set comprising of 4(four) nos trusses with 6(six) nos. purlin and 4.00 mtr span as per approved drawing and design et complete excluding nuts & bolts. |
| 27 | 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:- |
| 28 | 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. |
| 29 | Charges for fixing corrugated G.S. Sheet roofing 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 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 C.G.S. sheets, purlins, rafters and trusses etc.as per clauses of Chapter - 12 of CPWD specification. |
| 30 | 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. 0.63mm hick with zinc coating not less than 275gm/m2 |
| 31 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63mm thick with zinc coating not less than 275gm/m2 |
| 32 | Providing and fitting G.C.I sheet (0.63 mm thick) for walling including Vertical/curved surface fixed with galvanized steel J or L hooks 8 mm diameter, bolts and nuts with bitumen and G.I limpet washers or with G.I. limpet Washers filled with white lead and including a coat of appoved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/Verticle or curved surfaces ) excluding the cost of G.S. sheet purlins rafters and trusses and including cutting to size and shape wherever required as per direction of Engineer -in-Charge. |
| 33 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the anufacturer]New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 34 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work (two or more coats) including a coat of appropriate steel primer but excluding a coat of mordant solution |
| 35 | Applying a coat of mordant solution on G.S. sheet on new work including cost of materials required. With a solution made of 38 gms of copper acetate in litre of soft water |
| 36 | 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 |
| 37 | Installation of pump motor set including carriage of materials from Departmental store yard to site of work and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run for 10hrs. in two spell as per direction of the Engineer-in-charge. |
| 38 | Supply & fitting fixing ball bearing of approved quality for pump required during overhauling. 6306 Ball bearing (TATA /SKF) |
| 39 | Providing & fixing GI equal tee with G.I Pipes line as required as per direction of Engineer-in Charge.Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. 125 x 125 x 125 mm dia |
| 40 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-incharge. |
| 41 | 125 mm dia PVC Pipe |
| 42 | 150 mm dia PVC Pipe |
| 43 | 200 mm dia (12 mm thick) |
| 44 | 250 mm dia (12 mm thick) |
| 45 | 300 mm dia PVC Pipe |
| 46 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. |
| 47 | 300mm dia |
| 48 | 250 mm dia |
| 49 | 200 mm dia |
| 50 | 150 mm dia |
| 51 | 125 mm dia |
| 52 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in-Charge. |
| 53 | 150 mm dia nominal bore(medium) |
| 54 | 125 mm dia nominal bore(medium) |
| 55 | 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. 150 mm dia. nominal bore |
| 56 | 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.External work. 40 mm dia. nominal bore- For Priming line |
| 57 | Hiring charge of welding set of single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete as per direction of Engineer-incharge. |
| 58 | Providing and fitting fixing M.S. clamp for hose pipes with nuts & bolts complete as per relevant IS specification and direction of Engineer-in-charge. 150 mm dia |
| 59 | Providing and fitting fixing PVC suction hose pipes of wall hickness 6 mm. as per relevant IS specification and direction of Engineer-in-charge. 150 mm dia |
| 60 | Providing & fitting fixing C.I tail piece of approved quality at site of work. 150 mm dia |
| 61 | Providing and fitting fixing MS Foot valve as per relevant IS specification and the direction of the Engineer-in-charge 150 mm dia |
| 62 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in charge. 40 mm dia |
| 63 | 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 40 mm dia |
| 64 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. 40x40x40 mm dia |
| 65 | Providing and fixing of Brass Union Joints ( Medium class ) with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in charge. 40 mm dia |
| 66 | Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size 50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the same by 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel paint on primer as per direction of Engineer-in-Charge. |
| 67 | Labour charge for reinstallation of all electrical equipments (dismentalled serviceable materials, if any additional/ replacement of electrical eqiupments required will be paid separtely) on the pannel board including trial run for 10 hrs in two spell complete as per direction of the Engineer-in Charge. |
| 68 | 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 Engineerin-charge |
| 69 | 63 Amps |
| 70 | 200 Amps |
| 71 | Providing and fitting fixing of moving iron type, Range 0-500V, 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-incharge. |
| 72 | 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. |
| 73 | Supplying & fitting fixing of PVC insulated Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on the pannel board of approved quality. 1 bundle = 100 mtr |
| 74 | Supplying and fitting fixing of selector switch on the panel board of approved quality. |
| 75 | 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. |
| 76 | 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. for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 77 | 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. 125 mm dia- PN - 1.0 |
| 78 | Electrical Service connection at shifted Pump House by TSECL (LS) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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