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Construction Of 15000 Gallon Capacity Rcc Semiunderground Reservoir With Laying Of Inlet And Distribution Pipeline, Installation Of Submerssible Pump With Motor Including Necessary Connection Etc. At Different Location Under Kgt Dws Sub-Division Gr-V, UNAKOTI-Tripura

Public Works Department-PWD has published Construction Of 15000 Gallon Capacity Rcc Semiunderground Reservoir With Laying Of Inlet And Distribution Pipeline, Installation Of Submerssible Pump With Motor Including Necessary Connection Etc. At Different Location Under Kgt Dws Sub-Division Gr-V. Submission Date for this Tender is 29-05-2021. Motor Work Tenders in UNAKOTI Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

27861594
Construction Of 15000 Gallon Capacity Rcc Semiunderground Reservoir With Laying Of Inlet And Distribution Pipeline, Installation Of Submerssible Pump With Motor Including Necessary Connection Etc. At Different Location Under Kgt Dws Sub-Division Gr-V
Open Tender
Indian
Tripura
UNAKOTI
29-05-2021

Tender Details

Construction Of 15000 Gallon Capacity Rcc Semiunderground Reservoir With Laying Of Inlet And Distribution Pipeline, Installation Of Submerssible Pump With Motor Including Necessary Connection Etc. At Different Location Under Kgt Dws Sub-Division Gr-V

Key Value

Document Fees
INR 1000 /-
EMD
INR 34453.0 /-
Tender Value
INR 34.45 Lakhs /-

BOQ Items

Name of Work: Water Supply Scheme underJJMwithin DWS Division Kumarghat, Unakoti Tripura during the year 2021-22 / SH:-Construction of 15000 gallon capacity RCC semiunderground reservoir with laying of inlet & distribution pipeline, installation of submerssible pump with motor including necessary connection etc. at different location under Kumarghat DWS Sub-Division. (Gr.V)
Sl. No. Item Description
1Earth 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
2Supplying 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.
3Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering. All works upto plinth level. a) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded stoneaggregate of 20 mm nominal size)
4First class brick work in foundation and plinth including cost of all materials as required complete:- a) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering finishing and reinforcement. All works upto plinth level. a) 1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stoneaggregate of 20 mm nominal size)
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, collumns, 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 stonek aggregate 20 mm nominal size)
7Reinforced 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)
8Centering shuttering including struttings, propping etc. and removal of form work for: (a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
9b)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
10c) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
11d) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
12e) Stairs (excluding landings) except spiral-staircases with wooden plank
13f) Suspended floors, roofs, landings, balconies and access platform with timber planks
14Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. iv) Thermo-Mechanically Treated bars of grade Fe-500D or more
15Half 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 )
16Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40mm thick.
17Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. 1)18 mm thick
1812 mm cement plaster of mix a) In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
1915 mm cement plaster on the rough side of single or half brick wall of mix: a) In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
206 mm cement plaster of mix : iv) Cement mortar 1:3 ( 1 cement : 3 fine sand )
21Neat cement punning .
22Filling 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
23Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
24Providing 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 flats 30x6mm for diagonal braces and central cross piece.
25Providing 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. ii) 0.63 mm thick with zinc coating not less than 275 gm / m2
26Distempering 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]
27Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer
28Finishing 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)
29Finishing with Epoxy paint ( two or more coats) of approved brand and manufacture at all locations prepared and applied as per manufacturer"s specification 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
30Coal tarring ( two or more coats ) of approved brand and manufacture on new work @ 0.16 litre and 0.12 coal tar per sqm in the first coat and second coat respectively complete.
31Providing and fixing soft wood ( chamal ) EVE board 25 mm thick and 225 mm wide including painting two coals complete as directed.
32Excavating 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 i) For pipes not exceeding 90 mm
33ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
34B. For G.I. / C.I. / D.I. pipes in new work.a. In all kinds of soil. ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
35Providing, 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.90 mm OD
36iv. 110 mm OD
37Providing 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) 100 mm dia Ductile Iron Class K-7 pipes.
38Charges 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
39Providing, 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 i) 110 x 90 mm dia
40Providing, 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
41Providing, 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 perCPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
42Providing and fixing G.I. pipes heavy 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 Work i. 100 mm nominal bore
43Providing & 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. 100 mm dia
44Providing 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.100 mm dia
45Providing 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.100 x 50 mm dia
46Providing & 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
47Providing 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. i. 100 mm dia A. PN - 1.6
48Providing 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 degree i) 100 mm dia
49F. D.I. all socketted tee i. 100 x 100 x 100 mm dia
50ii. 150 x 150 x 100 mm dia
51J. D.I. Flanged Socketted tail piece i. 100 mm dia
52K. D.I. Flanged Spigotted tail piece i. 100 mm dia
53Constructing 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
54Providing 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.
55Providing 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. ii) 10 sqmm
56Providing 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. 4.00 sqmm
57Providing 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 panel board as per specification and direction of the Engineer-in-charge.
58Providing and fitting fixing of moving iron type, Range 0-100 V, 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.
59Providing 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.
60Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. iv) 63-80 Amps
61Providing and fitting fixing 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
62Providing 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. 5-15 kVAr 440 V
63Supply and installation of 2500 GPH submersible pump with suitable motor considering with 70.00 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)
64Providing and fitting fixing of fully automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415 V, in Steel Sheet Enclosures with Contractor 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/26 kw Relay range within 20-32 + 10 %
65Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell"s/HPL make etc. complete as per specification and direction of the Engineer-incharge. ii) 100 amps
66Providing 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 4.0 mtr long G.I pipe
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