Jjm Scheme In North Tripura District During The Year 2024-25/Sh: Construction Of Clear Water Reservoir (10000 Gallon Per Day Capacity) For Boosting Purpose From The Existing Deep Tube Well Scheme Water At Purba Dopatacherra Including Providing And Install
Tender Value
39.70 Lakhs
Estimated cost
Bid Submission
17 Aug 2024
0 days left
EMD
79412
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
North Tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
JJM scheme in North Tripura District during the year 2024-25/SH: Construction of Clear water Reservoir (10000 Gallon per day capacity) for boosting purpose from the existing Deep Tube Well Scheme water at Purba Dopatacherra including providing and installation of pump motor sets, providing and laying of distribution pipeline, providing domestic connection etc. works at Dopatacherra under Kanchanpur VC within the juridiction of DWS Sub-Division Kanchanpur.
BOQ
| Sl. No. | Item Description |
| 1 | Sub-Head:-CWR |
| 2 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30cm indepth, 1.5m in width as well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 3 | Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts includingspreading in horizontal layers, watering, grading torequired slope, ramming, consolidating and compactingeach layer by using plate compactor or by any suitablemethod complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level 4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | 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:1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 6 | 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-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 7 | 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, finishingand reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D ormore |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for:5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 10 | 5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 11 | Suspended floors, roofs, landings, balconies and accessplatform with timber planks |
| 12 | 6 mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand) |
| 13 | 12.5 Neat cement punning |
| 14 | 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.100 mm dia Ductiile iron class k-7 pipes |
| 15 | 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.ii). 100 mm dia |
| 16 | Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.100 mm dia |
| 17 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :12.40.1 New work ( two or more coats applied @ 3.28 litre/10 sqm)over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 18 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 19 | 12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 20 | 15 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 21 | 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. |
| 22 | 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 |
| 23 | 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 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge.. |
| 24 | 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) 16 sqmm |
| 25 | 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.ii) 35 HP/26 kw Relay range within 20-32 + 10% |
| 26 | 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) 100 amps |
| 27 | 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.Iv) 63-80Amps |
| 28 | 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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 29 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make)and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 30 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 31 | 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 |
| 32 | 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 G.I. pipe |
| 33 | Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V ACmotorwith star delta connectionupto the depth of100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).i) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange |
| 34 | Sub-Head:-Pipe Line |
| 35 | Excavating trenches of required widthfor 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.B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soil |
| 36 | i). For pipes not exceeding 90 mm dia |
| 37 | i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 38 | 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) |
| 39 | i) 40mm OD |
| 40 | ii)50 mmOD |
| 41 | iii) 90 mm OD |
| 42 | iv) 140 mm OD |
| 43 | V) 110 mm OD |
| 44 | 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.v) 90 mm OD |
| 45 | 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.v) 90 mm OD |
| 46 | 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.v) 90 x 90 mm dia |
| 47 | 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.iv) 90 x 75 mm dia |
| 48 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge.IV) 150 mm dia |
| 49 | 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.IV) 150 mm dia |
| 50 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.IV) 150 mm dia |
| 51 | Providing andfixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 52 | A) D.I. all socketted Bend 90 degree |
| 53 | III) 150 mm dia |
| 54 | B). D.I. all socketted Bend 45 degree |
| 55 | IV) 150 mm dia |
| 56 | Providing and fixingC.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. A. PN-1.6 |
| 57 | (i) 80 mm dia. |
| 58 | (ii) 100 mm dia. |
| 59 | Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.V) 150 mm dia |
| 60 | 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.ii) 100 mm nominal bore |
| 61 | Providing and fixing G.I pipe medium 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External works |
| 62 | i) 15 mm dia. Nominal bore |
| 63 | v). 80 mm dia. nominal bore |
| 64 | ivi). 100 mm dia. nominal bore |
| 65 | Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge.a) 15 mm nominal bore. |
| 66 | Providingand fixingCI (long handle) bib-cockas per chapter 20 of CPWD specification and direction of Eng-in-charge.a) 15 mm nominal bore |
| 67 | Providing and fixing G.I unionas per chapter 20 of CPWD specification and direction of the engineer-in-charge.i) 15 mmNominal bore |
| 68 | Providing and fixing G.I socketas per chapter 20 of CPWD specification and direction of the engineer-in-charge.i) 15 mmNominal bore |
| 69 | Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia with 15 mm dia opening |
| 70 | Providing and laying of flexible PVC pipe(conforming to IS:7634) complete as per specification and direction of the E-I-C.( cost of earth work will be paid seperately).i) 15 mm dia |
| 71 | Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.a) 15 mm nominal bore. |
| 72 | Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work in cementmortar 1:4 (1 cement : 4 fine sand) for sluice valve,with C.I. surface box 100 mm. top diameter, 160mm bottom diameter and 190 mm deep (inside) withchained lid and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mmnominal size ) necessary excavation foundationconcrete 1:5:10 (1 cement : 5 fine sand:10 gradedstone aggregate 40 mm nominal size ) and insideplastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standard design :.With Second Class bricks |
AI Tender Summary
Tender Timeline
Jul 26, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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