Jjm Scheme Under South Tripura District / S.H:- Construction Of Innovative Type Mini Swtp At Manoranjan Para Under Magroom V.C Under Rupaichari Block In/C Laying Of Pipe Line, Construction Of Hydrant & Installation Of Pump Motor Set In/C All Electrical Ac
Tender Value
99.22 Lakhs
Estimated cost
Bid Submission
24 Apr 2023
0 days left
EMD
1.98 Lakhs
Bank guarantee accepted
Document Fee
4000
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
Jjm Scheme Under South Tripura District / S.H:- Construction Of Innovative Type Mini Swtp At Manoranjan Para Under Magroom V.C Under Rupaichari Block In / C Laying Of Pipe Line, Construction Of Hydrant & Installation Of Pump Motor Set In / C All Electrical Accessories Etc During The Year 2022-23.
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 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level- |
| 5 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 6 | ii) 1:2:4 ( 1 Cement:2 fine sand :4 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | 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) |
| 8 | 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) |
| 9 | 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) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 12 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 13 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 14 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 15 | iv) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 16 | v) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 17 | 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 ). |
| 18 | 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 ). |
| 19 | 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 ). |
| 20 | 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 ). |
| 21 | 6 mm cement plaster of mix :i) In cement mortar 1 : 4( 1 cement : 4 fine sand ) |
| 22 | 12 mm cement plaster of mix:-i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 23 | 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 ) |
| 24 | Neat cement punning. |
| 25 | Providing and Shrouding of Slow sand filter gravels having effective size 16 mm to 25 mm obtained from barakar river, West Bengal as per specification and direction of the Engineer-in-charge. |
| 26 | Providing and shrouding of Slow sand filter gravels having effective size 8 mm to 16 mm obtained from barakar river, West Bengal as per specification and direction of the Engineer-in-charge. |
| 27 | Providing and shrouding of Slow sand filter gravels having effective size 3 mm to 8 mm obtained from barakar river, West Bengal as per specification and direction of the Engineer-in-charge. |
| 28 | Providing and placing of anthracite coal ( 3 mm to 6 mm) of SP gr.1.4inIRPasperspecification &directionoftheEngineer-in- charge |
| 29 | Diluting and injecting chemical emulsion for PRECONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) and continuous chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth of which apron is to be laid, surroundings of pipes and conduits etc. complete as per specification. The work should be carried out as per IS: 6313 (Part II)- Latest revision [Plinth area of the building at ground floor only shall be measured for payment] :i) With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 30 | 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. |
| 31 | Providing fitting fixing and placing of 100 mm NB UPVC Ribbed Screen pipe as per IS 12818 for all types of work as per specification and direction of the Engineer-in-charge. |
| 32 | 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 |
| 33 | 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.i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 34 | 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.i) Hot finished welded type tubes |
| 35 | 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 M.S. angels 40x40x6 mm for diagonal braces. |
| 36 | Cement concrete flooring 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.A) 40 mm thick with 20 mm nominal size stone aggregate. |
| 37 | 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 Engineer-in- charge. |
| 38 | 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) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 39 | 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. |
| 40 | 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% |
| 41 | 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 |
| 42 | 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.i) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 43 | Providingandfixinggunmetalnon-return valve(screwedend) conforming to IS : 778 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.A) Horizontal. |
| 44 | i) 50 mm nominal bore |
| 45 | ii) 80 mm nominal bore |
| 46 | Providing and fixingG.I. Full way valveas perCPWD specification and direction of the Engineer - in - charge. i) 50 mm dia |
| 47 | 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. |
| 48 | i) 40 mm dia |
| 49 | ii) 50 mm dia |
| 50 | 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. |
| 51 | i) 40 x 40 x 40 mm dia |
| 52 | i) 50 x 50 x 50 mm dia |
| 53 | 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.i) 50 x 40 mm dia |
| 54 | Providing and fitting fixing of sign board (size 1.00x0.75m) at water supply scheme in/c cost of 1mm thick plain aluminium of GI sheet necessary bending and post (chause) paintaing writing wil and corrying to the work site complete as per direction of the Engg-in-charge. |
| 55 | Providing structural steel work in single section fixed withorwithout connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 56 | Providing and fixing hard drawn steel wire fabric 75 x 75 mm mesh of weight not less than 7.75 kg per sqm etc welded with steel frames complete ( frame work to be paid separately ). |
| 57 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge.A. External work. |
| 58 | i) 50 mm dia. nominal bore |
| 59 | ii) 80 mm dia. nominal bore |
| 60 | 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. |
| 61 | i) 125 mm dia Ductile Iron Class K-7 pipes. |
| 62 | ii) 150 mm dia Ductile Iron Class K-7 pipes |
| 63 | 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) |
| 64 | i) 90 mm OD |
| 65 | ii) 110 mm OD |
| 66 | iii) 140 mm OD |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.A. External work.i) 15 mm nominal outer dia Pipes. |
| 68 | Providing and laying of 50 mm dia Rigid PVC pipes of minimum wall thicness of 2.1 mm and working pressure 6 kg/cm2 complete with necessary cement solvent joints & fittings. |
| 69 | Providing and laying of 40 mm dia Rigid PVC pipes of minimum wall thickness of 1.8 mm and working pressure 6 kg/cm2 complete with necessary cement solvent joints & fittings. |
| 70 | 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. |
| 71 | i. 80 mm dia.A. PN - 1.6 |
| 72 | ii. 100 mm dia.A. PN - 1.6 |
| 73 | 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 ofneat cement complete asperstandard design, CPWD specification and direction of the Engineer - in - chargei) A. With 1st class bricks. |
| 74 | Supplying & fitting fixing of 12.5 HP capacity having dicharge of 5000 GPH submersible pump with motor with head of 87.0 mtr suitable for 3 Phase 415 voltage star delta starting make (DUKE/KSB/ Kalama or equivalent) of9.3 kW, 15 A etc. all complete in all respect as per direction of the Engineer - in - charge. |
| 75 | Supplying & fitting fixing of 17.5 HP capacity having dicharge of 5000 GPH submersible pump with motor with head of 122.0 mtr suitable for 3 Phase 415 voltage star delta starting make (DUKE/KSB/Kalama or equivalent) of13 kW, 15 A etc. all complete in all respect as per direction of the Engineer - in - charge. |
| 76 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 77 | Providing & fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement concrete 1 : 5 : 10 (1 Cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be kept below ground level in/c providing and embedding 15 mm dia GI pipe( medium class) 750 mm long with necessary GI fittings like elbow 2 nos , socket 1 no , union 1 no., 150 mm long nipple 2 No., CI long handle bib cock 1 No. and painting the pipe with water proofing paint and necessary writings with earth work in/c. refilling complete as per CPWD specification and direction of Er.-in - Charge. |
| 78 | Providing & fixing in position Precast RCC platform of size 900 X 900 X 75 mm with curve of size 50 X 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 (1 Cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars) 6nos,8 mm dia in both directionin/c plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 Cement : 3sand) finished with a floating coat of neat cement ) complete with all earth work required in/c. refilling as per CPWD specification and direction of Er.-in - Charge. |
| 79 | Providing and fixing chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete.i) Light shade pigment using white cement. |
| 80 | Supplying & fitting fixing of 10 HP capacity having dicharge of 2500GPH centrifugal pump with motor with head of extra 42 to 72 mtr of GRW/WPIL/Kirloslkar make and other ISI mark make of size (65x50)mm 7.5 kW, 15 A etc. all complete in all respect as per direction of the Engineer - in - charge. |
| 81 | Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm. as per relevant IS specification and direction of Engineer-in- charge. i) 100 mm dia |
| 82 | 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.i) 100 mm dia |
| 83 | Excavating trenches of required width for 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 soil |
| 84 | i) For pipes not exceeding 90 mm dia |
| 85 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 86 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 87 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.Water thinnable cement primer |
| 88 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 89 | Painting with black anti-corrosive bitumastic 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 |
| 90 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat ) |
| 91 | Supplying of GI wire crates of size 1.50 X 0.60 X 0.45 m. ( chain link ) made of 8X10 BWG GI wire crates having 100 X 100 mm square or round mesh in/c. carrying and stacking properly at site of work as direction of the Engineer-In- charge (Weight of 1 No. crates to an average of 10Kg). |
| 92 | Placing of wire crates size 1.50X0.60X0.45M. with filling mixed class bats stretch with spacing of crates with necessary G.I wire as per direction of the Engineer-In-Charge (Cost of mixed class bats included). |
| 93 | 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.i) 25 mm nominal bore |
AI Tender Summary
Tender Timeline
Apr 03, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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