Public Works Department-PWD has published Tender For Urgent Shifting Of Pvc Pipe Line Li Scheme At Pali Sardar Para At Avangacharra Vc Under Jolaibari Rd Block During The Year 2023-24/Shifting And Re-Construction Of Pump House, Installation Of Pump Motor And Other Allied Works.. Submission Date for this Tender is 30-12-2023. Pump House Construction Tenders in South Tripura Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismentaling of old pump/motor from base & stacking of materials & return the same to Sub-Divisional store as per direction of the Engineer-in-Charge. |
| 2 | Dismentaling G.I pipes(external work) including excavation and refilling trenches after out the pipes, Manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in - charge. |
| 3 | a)15 mm to 40 mm nominal bore |
| 4 | b)Above 40 mm nominal bore |
| 5 | Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting rivets, welding 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. |
| 6 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- In cement mortar. |
| 7 | 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) All kinds of soil I. By Manual Means |
| 8 | 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. |
| 9 | 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. A) All kinds of soil |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level |
| 11 | (i) 1 : 3: 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 20mm nominal size) |
| 12 | (ii) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brickaggregate of 20 mm nominal size) |
| 13 | 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 ) |
| 14 | Half brick masonry work 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 ) |
| 15 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete I. In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 16 | 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- 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brickaggregate of 20 mm nominal size) |
| 17 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for |
| 19 | (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 20 | (ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 21 | (iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 22 | 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. 40 mm thick with 20 mm well burnt brick aggregate. |
| 23 | 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. |
| 24 | 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. i) Fixed to steel windows by welding |
| 25 | 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. I) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 26 | Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers including a coat of approved steel primer and two coats of approved paint complete. |
| 27 | Charges for fixing corrugated G.S sheet rofing fixed withpolymer costed J or L hooks 8 mm diameter, bolts and nuts 6 mm dia mtr. With bitumen and G.I limpet washers orwith G.I limpet washers filled with lead and in/c a cost 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 in/c all types of necessary saffoldings etc. but excluding the cost of the C.G.S sheets. purlings, fafters and trusses etc. as per direction of the Eng-in-Charge. 0.63 mm thick with zinc coating not less than 275 gm/m2. |
| 28 | Charges for Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. includinghoisting, fixing in position , welding, bolting with special shaped washers etc. complete. (Rate excluding the cost of tubular truss but including the cost of welding, bolting with special shaped washers etc.) |
| 29 | 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. |
| 30 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : a) Of area 3 sqm and below. |
| 31 | 12mm cement plaster of mix i) Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 32 | 15 mm cement plaster on the rough side of single or half brick wall of mix i) Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 33 | Neat cement punning. |
| 34 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. 1) Water thinable cement primer |
| 35 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/ 10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 36 | Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 37 | Painting 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]: 1) Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 38 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre |
| 39 | Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the sameby 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. |
| 40 | Providing electification ofpump house in/c. operator rest room with suitable PVC coated wire providing 5 Nos point with bulb and one plug point in/c. one on 19 Amps main switch etc. complete as per direction of the Engg-charge. |
| 41 | Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality. 150 mm dia |
| 42 | Complete earthing of dia 60cm for all pump sets & pannel board with 8/10 SWG G.I. wire and 40mm dia G.I. pipes of length 2.50m welded with a pannel at top & providing holes 10 c center to center covering length 1.05m bottom along with charcoal ( 14 crt) and salt (170kg) to be placed from bottom in an alternate layer ( 10cm for salt and 30m charcoal) as per direction of the Engg-in-charge. |
| 43 | Providing and laying G.I. pipes complete with G.I. fitting in/c. trenching and re-filling etc. ( external work. a) 40mm dia |
| 44 | Providing and fixing 40mm dia following fitting as per direction of the Engg-in-charge. |
| 45 | a) Fullay valve |
| 46 | b) Union joints (G.I.) |
| 47 | c) Elbow (G.I.) |
| 48 | d) bend |
| 49 | e) Tee (G.I.) |
| 50 | Providing of wooden/Plastic chair without arm of standrad size as per direction of the engg-in-charge. |
| 51 | Supplying of wooden table of size 1.25 x 0.90 x 1.00m thickness of lott cover is 25mm with 4 legs of size 50 x 50mmmade of karai wood and both side drawer with locking arrangement in/c. necessary vernishing etc. |
| 52 | Supplying & fitting fixing of GI . bend of approved quality. |
| 53 | i) 125 mm dia |
| 54 | ii) 150 mm dia |
| 55 | Installation of pumpset including carriage of materials from M.I storeof Resource Division to site of work including trial run for 10hrs. In two spell. |
| 56 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in-Charge |
| 57 | i) 150mm dia. |
| 58 | ii) 125mm dia. |
| 59 | Providing & fitting fixing M.S flange (10mm thick) at site of work o fapproved quality. |
| 60 | i) 150mm dia. |
| 61 | ii) 125mm dia. |
| 62 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. |
| 63 | i) 150mm dia. |
| 64 | ii) 125mm dia. |
| 65 | Providing & fitting fixing C.I tail piece of approved quality at site of work.. |
| 66 | i) For 150 mm dia pipe |
| 67 | Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality. |
| 68 | i) 150mm dia. |
| 69 | Providing and fixing Non-return valve approved quality as per direction of the Engg-in-charge. |
| 70 | i) 125mm dia. |
| 71 | Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality. |
| 72 | i) 150mm dia. |
| 73 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- |
| 74 | providing and laying GI Pipe as per IS specification 1161,1389 and 1839 complete with necessary fittings as per CPWD specification and direction of the Engineer in Charge |
| 75 | i) 150mm dia. |
| 76 | ii) 125mm dia. |
| 77 | Providing & fitting fixing Steel sheet enclosedswitchFuseunit (Suitable for DIN fuse) triple pole withNeutralLink(TPN)415/500Volt, complete as per direction of Engineer-in-Charge. |
| 78 | i) Current range 63 Amps |
| 79 | ii) Current range 100 Amps |
| 80 | iii) Current range 100 Amps |
| 81 | Providing & fitting fixing of Fully Automatic Star Delta type Motor startar ( 3ph, 50 Hz, 415V 25HP/18.7 kw Relay range within 17-25) insteel sheet enclosure with Conductor , Timer etc. complete suitable for motor pump Havells/L&T/BCH make as per direction of Engineer-in-Charge. |
| 82 | Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panelboard of approved quality. |
| 83 | Supplying and fitting fixing AC Ammeter (Moving Iron) on the panelboard of approved quality. |
| 84 | Providing & fixing 200 Amps busbar of size 600X 450X100 mm with 4 nos.copper strip of size 450X40X4 mm of approved quality. |
| 85 | Supplying & fitting fixing of 7/16 Copper Wire with all electricalequipments including trial run etc. complete (ISI Marked) on thepannel board of approved quality. |
| 86 | Supplying & fitting fixing of 200 Amps kit cut for main & sub-mainswich (Male & female) |
| 87 | Providing & fitting fixing of foot valve washer 200 mm dia of best quality as per direction of Engineer-in charge. |
| 88 | Providing & fitting fixing sleeve bush (brass) for HPLI pump of best quality as per direction of Engineer-in-charge |
| 89 | Providing and fitting fixing of sign board9size 1.00x0.75 mtr.) at water supply scheme in/c cost of 1 mm thick plain aluminium and necessary fitting fixing. |
| 90 | Providing and fitting fixing of Moulded case circuit breaker(MCCB) of different thermal release range, 415+V, 50 HZ(L &T, BCH,ABB make) as per direction of the Engineer-In - Charge. i. 50-63 amps |
| 91 | 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. |
| 92 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with sheet primer(tailpiece if required will be paid separately) including properalignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge. |
| 93 | Excavating trenches of required widthfor pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mmincluding 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. |
| 94 | Providing and laying different dia UPVC pipes of working pressure 2.50 kg sq-cm complete with necessary couplers cement solvent as per direction of the Eng -in- charge. a) Working pressure 2.50 kg Cm2 |
| 95 | i) 200 mm dia |
| 96 | ii) 250 mm dia |
| 97 | iii) 315 mm dia |
| 98 | Providing and fitting fixing of different dia rigid upvc unequal Tee ( including earth cutting and backfilling all socketted) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS 1-124(part-V) as per CPWD specification & direction of Enginer- in - Charge. i) 315x315 x200 mm dia |
| 99 | Providing and fitting fixing of different dia rigid upvc equal Tee ( including earth cutting and backfilling all socketted) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS 1-124(part-V) as per CPWD specification & direction of Enginer- in - Charge. |
| 100 | i. 200x200x200mm dia |
| 101 | ii. 250 x250x250 mm dia |
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