Water Supply Scheme Under Jjm Of Sepahijala District. / Sh:-Construction Of 1 No 20,000 Gallon Capacity Rcc Under Ground Reservoir With Pump House, Installation Of Pump - Motor, Laying Of Distribution Pipe Line Including Construction Of 4 Nos. Sbdtw At Bo
Tender Value
49.09 Lakhs
Estimated cost
Bid Submission
12 Oct 2023
0 days left
EMD
98196
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bishalgarh → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme Under Jjm Of Sepahijala District. / Sh:-Construction Of 1 No 20, 000 Gallon Capacity Rcc Under Ground Reservoir With Pump House, Installation Of Pump - Motor, Laying Of Distribution Pipe Line Including Construction Of 4 Nos. Sbdtw At Boxanagar Rd Block Under The Jurisdiction Of Dws Sub-Division Sonamura During The Year 2023-24. ( Gr-Ii
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) includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed |
| 2 | Water reservoir, sump & stairs etc.) |
| 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: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | 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: |
| 7 | 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, finishingand reinforcement- |
| 8 | 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- |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shutteringply |
| 10 | Suspended floors, roofs, landings, balconies and accessplatform with 12 mm thick shuttering ply |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 14 | 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 ). |
| 15 | 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 ). |
| 16 | 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 ) |
| 17 | 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. |
| 18 | 12 mm cement plaster of mix. In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 19 | 15 mm cement plaster on the rough side of single or half brick wall of mix:cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 20 | 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:- |
| 21 | 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. Hot finished welded type tubes |
| 22 | 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.0.63mm thick with zinc coating not less than 275gm/m2 |
| 23 | 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]. New work ( two or more coats applied @ 3.84 kg/10 sqm |
| 24 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :i) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/10 sqm) |
| 25 | Neat cement Punning |
| 26 | 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 |
| 27 | 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).150mm dia |
| 28 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.(i)100mm dia |
| 29 | Reaming of pilot hole to an enlarged bore hole in any soil strata bymanual means, disposalof excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer-in-charge. i) From 100 mm dia pilot hole to 300 mm bore hole. |
| 30 | Providing & lowering of UPVC pipe as per IS 12818 after washing of the bore hole by manual means, disposal of the bore hole by manual means as per specification and direction of the Engineer-in-charge. (A) CM casing pipes |
| 31 | 125 mm dia |
| 32 | 100mm dia |
| 33 | B). \"RS\" pipe (i). 100mm dia |
| 34 | Washing and developing of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge. |
| 35 | Providing fixing of UPVC reducer suitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer in charge.(ii).125X100mm dia |
| 36 | Providing fixing of UPVC end cap / well suitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer in charge. (i).100mdia |
| 37 | Providing and shrouding of deep tube well assembly with washed pea gravels (2.0 - 4.75 mmeffective size) as per specification(IS:4097) and direction of the Engineer - in - charge.With Contractor\"s rig1)Pea gravels obtained from Durgapur, West Bengal. |
| 38 | Providing earthing with perforated 40mm dia G.I. Pipe (Medium class) (12mm dia perforation), laying of 40mm dia G.I. 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 single phase connection with 2.50 mtr. Long G.I.pipe |
| 39 | Providing and fixing of housing clamp ( made with12mmthick MS sheet ) along with well cap (made with 10 mmthick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. (i).125mm dia |
| 40 | Supplying and fitting fixing of submersible pump of 2000/3000 GPH capacity, 60 mtr. Head with motor of required capacity single phase in/c 40 mm dia 30.00 mtr. Heavy duty G.I. Pump assembly and reducing socket, delivery band 90 degree non-return valve and fitting etc. as per direction of the Engineer-in-charge. |
| 41 | Supplying & fitting of panel box of MS sheet with locking arrangement comprises with starter,main switch, busier ammeter, Volt meter, , selector Switch etc. inside the box including service connection within 50.00 mtr. length from L.T line with roof for rain water protection and 4 (four) Nos. stand by R.C.C work in all respectas perdirection of the Engineer - in - charge. |
| 42 | Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where requiredramming of bottom, depth up to 1500 mm ( Slope 1 in 200)in/c getting out the excavated soil andbackfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposingof surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of theEngineer-in-Charge. |
| 43 | A).For UPVCpipes in new worka). in all kinds of soil i) For Pipes not exceeding 90 mm dia |
| 44 | A).For UPVCpipes in new worka). in all kinds of soili). For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 45 | B).For GI/CI/DI pipes in new worka). in all kinds of soili). For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 46 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. i).150mm dia |
| 47 | 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. |
| 48 | i.150mm dia. (PN-1.6) |
| 49 | ii.100mm dia. (PN-1.6) |
| 50 | iii.80mm dia. (PN-1.6) |
| 51 | Providing and fixing DI specials as perCPWD specification and direction of the Engineer - in - charge. |
| 52 | A) DI all socketted bend 900 iii) 150 mm dia |
| 53 | B) DI all socketted bend 450 iii) 150 mm dia |
| 54 | C) DI all socketted bend 22.5 degree i).150mm dia |
| 55 | D) DI all socketted TEEvi) 150 X 150 X 150 mm dia |
| 56 | E) DI Collar fiange socketted (i).150mm dia |
| 57 | F) DI flanged socketted tail piece(i).100mm dia |
| 58 | iii) 80 mm dia |
| 59 | iv) 150mm dia |
| 60 | G) DI flanged spigotted tail piece(i).100mm dia |
| 61 | ii).80mm dia |
| 62 | iii).150 mm dia |
| 63 | 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.i. 150 mm dia DI class K- 7 pipes. |
| 64 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and includingthe cost of rubber gasket as per CPWD specification and direction of the Engineer - in - chargea)150mm dia. |
| 65 | 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. i. 90 mm dia |
| 66 | ii. 110 mm dia |
| 67 | iii. 140 mm dia |
| 68 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. (i).90mm dia |
| 69 | ii. 110 mm dia |
| 70 | iii. 140 mm dia |
| 71 | 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 pe CPWD specification and direction of the Engineer - in - charge. i. 90 x 90 mm dia |
| 72 | ii. 110 x 110 mm dia |
| 73 | iii. 140 x 140 mm dia |
| 74 | 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 perCPWD specification and direction of the Engineer - in - charge. i. 110 x 90 mm dia |
| 75 | ii. 140 x 110 mm dia |
| 76 | iii. 140 x 90 mm dia |
| 77 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.(i).90mm dia |
| 78 | ii. 110 mm dia |
| 79 | iii. 140 mm dia |
| 80 | 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. |
| 81 | Providing and fixing G.I. pipes 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 perCPWD specification and direction of the Engineer- in - charge. A) External works .i. 15 mm dia. nominal bore |
| 82 | ii. 40 mm dia. nominal bore |
| 83 | iii. 50 mm dia. nominal bore |
| 84 | 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) |
| 85 | i. 40 mm OD |
| 86 | ii. 50 mm OD |
| 87 | iii. 90 mm dia. |
| 88 | iv. 110 mm dia |
| 89 | Providing and laying of flexible PVC pipe (Conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately). i. 15 mm dia. |
| 90 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood 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. |
| 91 | Providing and fitting fixing ofpressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge. |
| 92 | 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. |
| 93 | prividing & fitting fixing of 5000 GPH x 76.00 mtr head water lubricated submersible pump of maximum 150 mm outer dia. With maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts,3 phase, 50Hz , ac supply and star delta method of starting along with 70.00 mtr. PVC insulated 3 core flat copper cable of 4.0 sqmm conformingto relevant IS code for submersible motor with all necessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of Rngineer-in-charge.(Duke/ Kirloskar/Calama make) |
| 94 | Providing and fitting, fixingsteel sheet enclosed switchfuse units (suitable for DIN fuse) triple pole with Neutral Link (TPN),415/500 Volt, L & T / Havell’s /BCH make etc. complete as per specification and direction of the Engineer-in-Charge.i.100 amps |
| 95 | 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.35 HP/26 KW Relay range within 20-32 + 10%. |
| 96 | Fabrication of column pipe including providing & fitting fixing of G.I. flange by cutting the GI pipe into 3.05 mtrs. Size and welding the same with GI flange as per specification anddirection of the Engineer-in-charge( G.I. pipe will be issued bythe Department at free of cost ). I ) For 100 mm dia G.I. pipe with 10 mm thick GI flange |
| 97 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with battenholder complete as per specification and direction of theEngineer-in charge |
| 98 | Providing and fitting fixing Single phasing preventorselectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L& T/BCH/HAVELS iemens etc. make complete as perspecification and direction of the Engineer-in-charge. |
| 99 | Providing and fitting fixing of moving iron type, Range0-100/ 0-200 amps ,96mmX96mm size AC Amps meter direct reading type(L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. |
| 100 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. |
| 101 | Providing and fitting fixing with PVC insulated single core Multi strand 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 |
| 102 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.i).100mm nominal bore. |
| 103 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i. 100mm dia. |
| 104 | Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge.i) 15 mm Dia |
| 105 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge.i)15 mm Dia |
| 106 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia |
| 107 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different locationas per specification & direction of the Engineer-in-charge. (i) 15mm dia PVC/ Plastic bib cock |
| 108 | Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-chargei) 15 mm dia 150 mm long |
| 109 | Providing and fitting fixingbrass ferrule with C.I cover conformingto IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. i)10mm nominal bore. |
AI Tender Summary
Tender Timeline
Sep 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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