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Jjm Scheme At Malsombasti At Baramura S.H Construction Of 02 Nos. Weir, 01 5000 Ltr Hour , 1 No Rcc Circular Ground Level Reservoir Of 50000 Gallon Capacity With Pump House Under Mandwi R.D Block The Year 2020-21 ( Group No-1 ) ( 3Rd Call ) . Please Re, Agartala-Tripura

Public Works Department-PWD has published Jjm Scheme At Malsombasti At Baramura S.H Construction Of 02 Nos. Weir, 01 5000 Ltr Hour , 1 No Rcc Circular Ground Level Reservoir Of 50000 Gallon Capacity With Pump House Under Mandwi R.D Block The Year 2020-21 ( Group No-1 ) ( 3Rd Call ) . Please Re. Submission Date for this Tender is 27-09-2021. Reservoir Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

29077394
Jjm Scheme At Malsombasti At Baramura S.H Construction Of 02 Nos. Weir, 01 5000 Ltr Hour , 1 No Rcc Circular Ground Level Reservoir Of 50000 Gallon Capacity With Pump House Under Mandwi R.D Block The Year 2020-21 ( Group No-1 ) ( 3Rd Call ) . Please Re
Open Tender
Indian
Tripura
Agartala
27-09-2021

Tender Details

Jjm Scheme At Malsombasti At Baramura S.H Construction Of 02 Nos. Weir, 01 5000 Ltr Hour , 1 No Rcc Circular Ground Level Reservoir Of 50000 Gallon Capacity With Pump House Under Mandwi R.D Block The Year 2020-21 ( Group No-1 ) ( 3Rd Call ) . Please Refer To Dniet

Key Value

Document Fees
INR 2500 /-
EMD
INR 70500.0 /-
Tender Value
INR 70.49 Lakhs /-

BOQ Items

Name of Work:JJM scheme under West Tripura District /Construction of innovative water supply scheme at Malsombasti at Baramura under Khamting V.C/ S.H-Construction of 02(two) nos. weir, 01(one) 5000 ltr/hour capacity UFF cum SSF,1 no RCC circular ground level reservoir of 50000 gallon capacity with pump house and providing and laying of rising and distribution pipe line in/c construction of supporting pillars etc. under Mandwi R.D Block area under DWS Division Agartala-II during the year 2020-21(Group no-1)(3rd Call).
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2Earth 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.
3A)All kinds of soil
4Earth 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
5Filling 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.
6All Kind of Soil
7Supplying 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.
8Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All Work upto Plinth Level
9i) 1:3:6( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size
10i) 1:1:2( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All Work upto Plinth Level
12i) 1:1:2( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
13Reinforced 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-
14i) 1:1:2( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
15Reinforced 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-
16i) 1:1:2( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
17Centering shuttering including struttings, propping etc. and removal of form work for:
18i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
19ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
20iii)Column,Pillars,Piers,Abutments,Posts and Struts with wooden plank
21iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
22iv)Suspended floors,roofs,landings,balconies,and acess platform with 12 mm thick shuttering ply
23vi) Suspended floors, roofs, landings, balconies and access platform with timber planks
24Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars of Fe-500D or more
25First 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 ).
26Half 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 ).
2712 mm cement plaster ofmix: In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
2815 mm cement plaster on the rough side of single orhalf brick wall of mix:Cement mortar 1 : 4 (1 cement : 4 fine sand)
29Neat cement punning.
30Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification
31White washing with lime to give an even shade. i) Two or more coat
32Finishing walls with textured 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 @ e3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
33Providing and fixing CIsluice valve(with cap) complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge.i)150 mm dia. PN-1.6
34Providing and fixing G.I pipe 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works i) 150 mm dia nominal bore
35ii) 100 mm dia nominal bore
36Providing 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.
37Painting 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]:
38Providing 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.
39Providing 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. 100 mm dia
40Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. i) Water thinnable cement primer
41Distempering 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]
42Making 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.
43Lettering with black Japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
44Providing 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..
45Providing 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. iv). 35 sqmm.
46Providing 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. vi) 75 HP/55 kw Relay range within 45-75 + 10%
47Providing 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. iv) 200 amps
48Providing 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. v) 63-80Amps
49Providing 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.
50Providing 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.
51Providing 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
52Providing 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. ii). 20-50 kVAr 440 V
53Providing 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
54Providing and installation of 15000 GPH water lubricated submersible pump set made of Duke/KSB/WPIL/Texmo/CRI/Calama with 150.00 mtr head along with PVC insulated 3 core flat copper cable conforming to all relevant requirement specified in IS 8034:2002 & IS 9283:2013 (with latest amendment) also necessary equipments including fittings of the same as required upto the depth of 100ft (maximum) by GI pipe 125mm dia (conforming to IS:1239 medium class) with tailpiece welded with 12mm thick GI flange in/c providing fitting fixing by necessary rubber washer, nuts and bolts, MS safety clamp etc according to size and shall have to make necessary electrical connection with main switch/Starter with motor in/c commissioning & trial run as per direction of the Engineer-in- charge.i)15000 GPH capacity with 125 mm dia GI pipe and 12 mm thick GI flange.
55Providing and fitting fixing single phasing preventor +selectable under voltage+selectable over voltage on delay 5 sec & off delay 15 secphase asymmetry 10% L&T /BCH/HAVELS/Siemens etc.make complete as per specification and direction of the Engineer-in-Charge
56Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- i) G.I Pipes
57Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required :i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete
58ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
59Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in – charge.i) 100 mm dia
60Providing and fixing of UPVC end cap/well capsuitable for UPVC "CM" casing or "CS" casing or "RS" pipes as per specification and direction of the Engineer - in - charge.i) 100 mm dia
61Providing and placing filter sand (local quarry) including washing the bed etc complete as per direction of the Engineer - in-charge
62Providing and placing filter gravel having effective size of 3.00 mm to 25 mm and uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, west bengal as per specification and the direction of engineer-in-charge.
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