/ Construction Of Innovative Water Supply Project Based On Local Cherra At Akshaypara ( Group-Ii ) _ Sh. Construction Of Clear Water Reservoir ( Cwr ) , Pump House, Electrical And Mechanical Works, Providing Pipeline Domestic Connection, Boundary
Tender Value
30.89 Lakhs
Estimated cost
Bid Submission
21 Jul 2022
0 days left
EMD
61783
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
/ Construction Of Innovative Water Supply Project Based On Local Cherra At Akshaypara ( Group-Ii ) _ Sh. Construction Of Clear Water Reservoir ( Cwr ) , Pump House, Electrical And Mechanical Works, Providing Pipeline Domestic Connection, Boundary Wall, Toilet Block And Other Allied Work At Akshaypara Of Purba Andhercherra Adc Village Within The Jurisdiction Of Pecharthal R.D Block Under Dws Sub-Division, Pecharthal
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. |
| 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. -All kinds of soil |
| 3 | 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. -All kinds of soil |
| 4 | 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. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size |
| 6 | 1:1.5:3 (1 Cement: 1.5 fine sand : 3 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | 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 ).For Toilet sedimentation tank |
| 8 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 9 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).For Toilet piller |
| 10 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 11 | 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:5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 12 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | 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-5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 14 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | 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-5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 16 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with5.5.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate20 mm nominal size)stone aggregate 20 mm nominal size). |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for:5.8.1.2)Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 19 | ii)Columns, Pillars, Piers, Abutments, Posts and Struts with Shuttering ply |
| 20 | iii) Domes upto 6 m span |
| 21 | iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 22 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 23 | 5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 24 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 25 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 26 | 6 mm cement plaster of mix :12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 27 | Neat cement punning. |
| 28 | 12 mm cement plaster of mix :12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 29 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 30 | 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. complete9.12.1 Hot finished welded type tubes |
| 31 | Providing structural steel work riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 32 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 kg/sqm. |
| 33 | 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.11.1.2 0.63mm thick with zinc coating not less than 275gm/m2 sqm |
| 34 | 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. |
| 35 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, 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] |
| 36 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 37 | 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] |
| 38 | Finishing with epoxy paint ( two or more coats ) of approved brand and manufacture at all locations prepared and applied as per manufacturer\"s specification on new work including appropriate priming coat, preparation of surface etc. complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] On steel work |
| 39 | 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 coats on new work |
| 40 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 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. |
| 41 | Providing and fixing soft wood (chamal) EVE board 25 mm thick and 225 mm. Wide including painting two coats complete as directed. |
| 42 | .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 pipel ine, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, water ing 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 |
| 43 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 44 | B) For G.I. / C.I. / D.I. pipes in new worka) In all kinds of soili) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 45 | 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 in/c 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)i. 40 mm OD |
| 46 | ii. 50 mm OD |
| 47 | iii. 90 mm OD |
| 48 | iv. 110 mm OD |
| 49 | Providing and laying S & S Centrifugally Cast ( Spun ) DuctileIron Class K-7 Pipes conforming to IS : 8329 as perCPWDspecification and direction of the Engineer - in - chargei.100 mm dia Ductile Iron Class K-7 pipes |
| 50 | ii.150 mm dia Ductile Iron Class K-7 pipes |
| 51 | 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.i)100 mm dia |
| 52 | ii) 150 mm dia |
| 53 | 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 – chargei). 150 mm diaA.PN-16 |
| 54 | ii). 100 mm diaA.PN-16 |
| 55 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.A. D.I. all socketted Bend 90 degreei. 100 mm dia |
| 56 | F. D.I. all socketted teei. 100 x 100 x 100 mm dia |
| 57 | J. D.I. Flanged Socketted tail piecei. 150 mm dia |
| 58 | ii. 100 mm dia |
| 59 | K. D.I. Flanged Spigotted tail piecei. 150 mm dia |
| 60 | ii. 100 mm dia |
| 61 | 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 - chargei) 110 x 90 mm dia |
| 62 | ii. 50 x 40 mm dia |
| 63 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia |
| 64 | ii. 50 mm dia |
| 65 | iii. 40 mm dia |
| 66 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B.by manual means |
| 67 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse 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 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :A. With Second Class bricks |
| 68 | Providing and fixing G.I. pipes of 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 CPWD specification and direction of the Engineer - in - charge.A). External worki) 100 mm dia nominal bore |
| 69 | 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.i) 100 mm dia |
| 70 | iii) 50 mm dia |
| 71 | 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.i) 100 mm nominal bore |
| 72 | Supply and installation of 2500 GPH submersible pump with suitable motor considering with 78.00 mtr head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the E.I.C (G.I Pipe will be paid separately) |
| 73 | Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-incharge ( G.I. pipe will be provided by the agency at his own cost & risk). i). For 50 mm dia G.I. pipe with 10 mm thick GI flange |
| 74 | 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)100 x 50 mm dia |
| 75 | 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. |
| 76 | 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% . |
| 77 | 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) 63 amps |
| 78 | 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 |
| 79 | 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. |
| 80 | 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. |
| 81 | 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. |
| 82 | 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 |
| 83 | Providing and fitting fixing Single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge. |
| 84 | 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 |
| 85 | Providing and fitting fixing with PVC insulated 3 core flat 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 |
| 86 | 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 |
| 87 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern. |
| 88 | Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 89 | Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansionSingle socketed pipe - 110 mm OD |
| 90 | 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.External work15 mm nominal outer dia .Pipes. |
| 91 | 40 mm nominal outer dia .Pipes. |
| 92 | Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms. |
| 93 | Providing and fixing ball valve (brass) of approved quality High or low pressure, with plastic floats complete :15 mm nominal bore |
| 94 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 95 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse 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 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design With Second Class bricks |
| 96 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.40 mm dia |
| 97 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
AI Tender Summary
Tender Timeline
Jul 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 22, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender