Construction Of 4 Nos Innovative Type Masonry Well With Sub-Mersible Motor, Storage Tank And Pipeline At Birdhan Para-I, Birdhan Para-Ii, Dinaprasad Para-I And Dinaprasad Para-Ii Under Rupaichari Block During The Year 2021-22 ( 2Nd Call ) . Construct
Tender Value
69.84 Lakhs
Estimated cost
Bid Submission
21 Sep 2021
0 days left
EMD
69846
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Belonia → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 4 Nos Innovative Type Masonry Well With Sub-Mersible Motor, Storage Tank And Pipeline At Birdhan Para-I, Birdhan Para-Ii, Dinaprasad Para-I And Dinaprasad Para-Ii Under Rupaichari Block During The Year 2021-22 ( 2Nd Call ) . Construction Of 4 Nos Innovative Type Masonry Well With Sub-Mersible Motor, Storage Tank And Pipeline At Birdhan Para-I, Birdhan Para-Ii, Dinaprasad Para-I And Dinaprasad Para-Ii Under Rupaichari Block During The Year 2021-22 ( 2Nd Call ) .
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. A) All kinds of soil |
| 2 | 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 |
| 3 | Earthwork in excavation for structures as per drawing and MORT&H technical specifications Clause 304 i/c setting out construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I) Ordinary SoilA) By Manual Means |
| 4 | i) Upto 3 m depth |
| 5 | ii) 3 m to 6 m depth |
| 6 | iii)above 6 m depth |
| 7 | 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 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 9 | 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:i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 10 | 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-i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 11 | 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-i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 14 | i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 15 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 16 | iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 17 | iv)Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 18 | First class brick work in foundation and plinth including cost of all materials as required complete:-i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 19 | 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 ) |
| 20 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 21 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 22 | 6 mm cement plaster of mixi) In cement mortar 1 : 4( 1 cement : 4 fine sand ) |
| 23 | 12 mm cement plaster of mix.i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix:In cement mortar 1 : 4( 1 cement : 4 fine sand ) |
| 25 | Neat cement punning. |
| 26 | 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:-Using M.S. angels 40x40x6 mm for diagonal braces. |
| 27 | Supplying and fitting fixing of submersible pump of 2000 GPH capacity, 45 mtr head with motor of 3 HP required capacity single phase including 40 mm dia 30.00 mtr heavy duty GI pipe assembly and reducing socket, delivery bend 90 non return valve and fitting etc as per direction of the Engineer-in-charge. |
| 28 | Supplying & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, volt meter & amps meter) 32 amps main switch (220 volt) of Havels/BCH/L&T make in KIOSK in/c necessary electric wiring and G.I pipe earthing etc complete as per direction of the Engineer-in-charge.i) For 3 HP Submersible motor |
| 29 | 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) 25-32 Amps |
| 30 | 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 cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. A) Class - 3 ( working pressure 6.0 kg / cm2) |
| 31 | i) 40 mm OD |
| 32 | ii) 50 mm OD |
| 33 | Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC ) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement,trenching. refilling & testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.A) External worki) 15 mm nominal outer dia Pipes. |
| 34 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittingsincluding 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. |
| 35 | a) 15 mm dia. |
| 36 | b) 40 mm dia. |
| 37 | c) 50 mm dia. |
| 38 | 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.a) 15 mm dia. |
| 39 | Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 40 | Providing and fixing G.I.union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 41 | 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.a) 50 x 40 mm dia. |
| 42 | 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 |
| 43 | i) 10 mm nominal bore |
| 44 | ii) 15 mm nominal bore |
| 45 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge. i)15 mmdia 150 mm long |
| 46 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as perspecification & direction of the Engineer-in-charge.i) 15 mm dia PVC /plastic bib cock |
| 47 | 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 requiredi) 0.63 mm thick with zinc coating not less than 275 gm / m2 |
| 48 | Providing and fitting fixing with PVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.i)2.50 sqmm |
| 49 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover andsuitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and thebase support for tank |
| 50 | Providingsteel work in built up tubular trusses includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete as required:-i) Hot finished welded type tubes |
| 51 | 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.A. For UPVC pipes in new work a. In all kinds of soili. For pipes not exceeding 90 mm dia |
| 52 | Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62 x 19 mm beading of Gamair wood. |
AI Tender Summary
Tender Timeline
Sep 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 21, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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