Tender For Setting Up Of A Dtw Scheme At South Tuisama Under South Tuisama Adc Village Of Dasda Rd Block Under Wr Sub Division Kanchanpur North Tripura During The Year 2022 23 Sh Construction Of Pump House Laying Of Pipeline Installation Of Pump M
Tender Value
23.73 Lakhs
Estimated cost
Bid Submission
07 Nov 2022
0 days left
EMD
47473
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kanchanpur → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Setting Up Of A Dtw Scheme At South Tuisama Under South Tuisama Adc Village Of Dasda R.D Block Under W.R Sub-Division, Kanchanpur, North Tripura During The Year 2022-23 / Sh:-Construction Of Pump House, Laying Of Pipeline & Installation Of Pump Motor Including Its Necessary Accessories. ( Nitiayog
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator) / 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, liftupto 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 |
| 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 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centring and shuttering --All work upto plinth level:1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burntbrick aggregate 40 mm nominal size) |
| 4 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 5 | First class brick work in superstructure above plinthlevel & upto floor-five level including cost of allmaterials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 6 | 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) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with finesand including finishing the top smooth. |
| 7 | Half brick masonry work with first class bricks infoundation and plinth including cost of all materials as required complete:- |
| 8 | Half brick masonry work with first class bricks insuperstructure upto floor five level including cost of all materials as required complete:- |
| 9 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in walls(any thickness) in/c attached pillasters, buttresses plinth and skirting courses, fillets columns plllars, piers abutment, post and struts etc. upto floor five level ex/c the cost of centering, shuttering finishing and reinforcement |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies shelves, chajjas, lintel, bands, plain window sills, staircases and spiral staircases upto floor five level ex/c the cost of centering, shuttering finishing and reinforcement . |
| 12 | Reinforcement for RCC work in/c straightening cutting bending placing in position complete upto floor five level.Themo-mechanically treated bars /Cold twisted deformed steel bars. |
| 13 | Centering shuttering in/c strutting, propplng etc. in/c removal of form work for-a) Foundation, footing, basesof columns etc. for mass concrete with timber plank. |
| 14 | b) Lintel, beams, plinth beams girders bresumers, and catiliver with wooden plank. |
| 15 | c)Column pillars piers abutmemnt, post and strutswith wooden plank. |
| 16 | d)Weather shade, chajja, corbels etc. in/c edges. |
| 17 | Neat cement punning. |
| 18 | 12mm cement plaster of mix a)In cement mortar 1:4(1 cement:4 fine sand) |
| 19 | 15 mm cement plaster on the rough side of single orhalf brick wall of mix: a) In cement mortar 1:4 (1 Cement : 4 fine sand) |
| 20 | 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 and cost of glass strips etc.complete. |
| 21 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square orround bars etc. all complete. |
| 22 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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. |
| 23 | 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 |
| 24 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 25 | Finishing walls with acrylic smooth exterior paint ofrequired shade of approved brand and manufacture[Payment shall be made after submission of TestCertificate issued by the Manufacturer] : New worktwo or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/10 sqm) |
| 26 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture, of required shade and colour complete, as per manufacurer\"s specification.[Payment shall be made after submission of Test Certificate issued by the Manufacturer]Two or more coat on new work. |
| 27 | 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 coat on new work |
| 28 | 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 Engineerin- charge. |
| 29 | 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% |
| 30 | 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-incharge.i) 100 amps |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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 4.00 mtr. long GI pipe. |
| 35 | Providing and installation of 73.00 mtr head water lubricated submerssible pump with 3 phase 415 VAC motor with star delta connection along with PVC insulated 3 core flat cooper cable confirming to relevant IS code for submerssible motor with all neccseeary and fittings as required upto the depth of 100 ft. ( max.) by GI pipe confirming to IS 1239 medium class with tail piece as required welded with GI falnge including providnig fittinig fixing by neccessary ruber washer nuts & bolts , MS safety clamps etc. as per required size and mking neccessary electrical connection with main switch/ starter with motor in/cl. commisioning & trail run asper direction of the Eng-in-charge.(each pump witih motor shall consists of stainless steel impeller confirming to relevant VIS code, pump make: Duke/KSB/WPIL/ Texmo/CRI/Calama) (pumpset, cable , GI column pipe with neccessary fittings etc. will be supplied by the Agency at his cost & for main switch/starter payment will be done separtelyi) 5000 GPH capacity with 80 mm dia GI pipe & 10 mm thick GI flange. |
| 36 | Excavating trenches of required width for pipes, cables, etc.includingexcavationfor socketsand dressingof sidesramming of bottoms , depth minimum 1.25mincluding getting out the excavated soil and then returning the soil as required in layers not exceeding20cmindepthincludingconsolidatingeachdeposited layers by ramming watering etc. and disposal of surplus excavated soil as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge. |
| 37 | A) All kinds of soil.a) Pipe , cables etc. exceeding 75mm diabut not exceeding 160 mm dia . |
| 38 | 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 theEngineer - in -charge. A. External work. |
| 39 | a) 125 mm dia. nominal bore |
| 40 | b) 150 mm dia. nominal bore |
| 41 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in-Charge. |
| 42 | a) 125 mm dia (Medium) |
| 43 | b) 150 mm dia (Medium) |
| 44 | Supplying & fitting fixing of G.I bend of approved quality. |
| 45 | a) 125 mm dia |
| 46 | b) 150 mm dia |
| 47 | Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality. |
| 48 | a) 150 mm dia |
| 49 | b) 125 mm dia |
| 50 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. |
| 51 | a) 150 mm dia |
| 52 | b) 125 mm dia |
| 53 | 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. |
| 54 | Labour charge for welding in/c the cost of welding materials as per direction fo the Engineer-in-charge. |
| 55 | Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineerin- charge. |
| 56 | a) 90 mm dia |
| 57 | b) 110 mm dia |
| 58 | c) 140 mm dia |
| 59 | d) 160 mm dia |
| 60 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. |
| 61 | a) 110 x 90 mm dia |
| 62 | b) 140 x 110 mm dia |
| 63 | d) 160 x 140 mm dia |
| 64 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 (Part 4) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge. |
| 65 | a) 90 mm dia |
| 66 | b) 110 mm dia |
| 67 | c) 140 mm dia |
| 68 | d) 160 mm dia |
| 69 | Providing & fixingC.I. sluice valve (with CAP)completewith bolts, nuts, rubber indertions etc. ( the tail piece if required will be paid separetely ) as per CPWD specification and direction of the Engineer-in-charge. |
| 70 | a) 100 mm dia PN- 1.0 |
| 71 | b) 125 mm dia PN- 1.0 |
| 72 | c) 150 mm dia PN- 1.0 |
| 73 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer in-charge. |
| 74 | a) 100 mm dia PVC Pipe |
| 75 | b) 125 mm dia PVC Pipe |
| 76 | c) 150 mm dia PVC Pipe |
| 77 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. |
| 78 | g) 200 x 200 x 160 mm dia |
| 79 | h) 200 x 200 x 140 mm dia |
| 80 | i) 200 x 200 x 110 mm dia |
| 81 | j) 160 x 160 x 140mm dia |
| 82 | k) 160 x 160 x 110 mm dia |
| 83 | l) 160 x 160 x 90 mm dia |
| 84 | m) 140 x 140 x 110 mm dia |
| 85 | n) 140 x 140 x 90mm dia |
| 86 | o) 110 x 110 x 90 mm dia |
| 87 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. |
| 88 | a) 90 x 90 X 90 mm dia |
| 89 | b) 110 x 110 X 110 mm dia |
| 90 | c) 140 x 140 X 140 mm dia |
| 91 | d) 160 x 160 X 160mm dia |
| 92 | Providing&fittingfixingrigidUPVCbend (30degree, 45degree, 60 degree,90 degree) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge. |
| 93 | a) 160 mm dia |
| 94 | b) 140 mm dia |
| 95 | c) 110 mm dia |
| 96 | d) 90 mm dia |
| 97 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine 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 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A. With 1st class bricks. |
| 98 | Providing and fitting fixing of G.I hydrant suitable for PVC pipesas per standard specification complete as per direction of Engineer-in- charge (Rate excluding the cost of NTP controlvalve). 80 X 50 mm dia |
| 99 | Providing and fitting fixing of CI (Cast Iron) NTP control valve (40mm) suitable for fitting fixing with GI hydrant point as per CPWD Specification & direction of Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Oct 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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