Housing Urban and Rular Development Government Departments Closing in 0 days TDR #46689278

Construction Of Dtw Scheme On The Land Of Sri Badal Reang At Gobinda Bari, Kurma Cherra Vc ( Shifted On The Land Of Muktiram Reang, Bheheram Bari, Ragkang G.P)And Sri Bimal Joy Reang, Alyarai Para, Bhumracherra Vc ( Shifted At Burburia, On The Land Of Bis

Issued by Government Departments · amarpur, Tripura
Tender Value
39.86 Lakhs
Estimated cost
Bid Submission
27 Dec 2024
0 days left
EMD
79737
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
amarpur → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction of DTW Scheme On the land of Sri Badal Reang at Gobinda Bari, Kurma Cherra VC ( Shifted On the land of Muktiram reang, Bheheram Bari, Ragkang G.P)and Sri Bimal joy Reang, Alyarai Para, Bhumracherra VC ( Shifted at Burburia, on the Land of Biswamani Jamatia, Burburia VC) in Amarpur RD Block area within the jurisdiction of WR Sub-Division Amarpur/ SH: Construction of pumphouse, installation of pump-motor & laying of PVC distribution system etc. during the year 2024-2025 .

BOQ

Name of Work: Construction of DTW Scheme On the land of Sri Badal Reang at Gobinda Bari, Kurma Cherra VC ( Shifted On the land of Muktiram reang, Bheheram Bari, Ragkang G.P)and Sri Bimal joy Reang, Alyarai Para, Bhumracherra VC ( Shifted at Burburia, on the Land of Biswamani Jamatia, Burburia VC) in Amarpur RD Block area within the jurisdiction of WR Sub-Division Amarpur/ SH: Construction of pumphouse, installation of pump-motor & laying of PVC distribution system etc. during the year 2024-2025 .
Sl. No. Item Description
1(ANNEXURE-A)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
2Filling avaiable excavated earth (excluding rock in trenches, plinth, sides of foundations etc.) in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead upto 50m and lift upto 1.5 m. -All kinds of soil
3Supplying 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.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering all work upto plinth level.(1) 1 : 3 : 6 (1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 20 mm nominal size)
52) 1 : 2 : 4 (1 cement : 2 fine sand : 4 graded well burnt brickaggregate of 20 mm nominal size)
6First 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)
7First 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)
8Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
9Half 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 ).
10Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.(i) 40 mm thick with 20 mm well burnt brick aggregate
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 1:2:4 (1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
12Reinforced 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) 1:2:4 (1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
13Reinforced 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) 1:2:4 (1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
14Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.(i) Thermo-Mechanically Treated bars of grade Fe-500D or more
15Centering shuttering including struttings, propping etc. and removal of form work for:(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
16(ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
17(iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
1815 mm cement plaster on the rough side of single or half brick wall of mix:(i) Cement mortar 1:4 (1 cement : 4 fine sand)
1912 mm cement plaster of mix:(i) Cement mortar 1:4 (1 cement : 4 fine sand)
206 mm cement plaster of mix:(i) Cement mortar 1:4 (1 cement : 4 fine sand)
21Neat cement punning.
22Steel 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
23Providing 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 flats 30x6mm for diagonal braces and central cross piece.
24Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.all complete.(i) Fixed to steel windows by welding.
25Providing and fixing MS bolts including nuts and washers complete as per standard design:-(i) Upto 300 mm length
26Providing 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) 150 mm dia
27ProvidingcorrugatedG.S.sheetroofingincludingvertical/curved surface fixedwithpolymercoatedJorLhooks,bolts andnuts8mm diameterwithbitumenandG.I.limpetwashersorwithG.I.limpet washersfilledwithwhiteleadandincludingacoatofapprovedsteel primerandtwocoatsofapprovedpaintonoverlappingofsheets complete(uptoanypitchinhorizontal/verticalorcurvedsurfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(i) 0.63 mm thick with zinc coating not less than 275 gm/m2
28Painting 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]: : (i) Two or more coats on new work
29Distempering 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] (Interior Finishing)
30Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).
31Finishing 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] (i) New work (two or more coats applied @ 3.84 kg/10 sqm) (Exterior Finishing)
32Providing & fitting fixing of 7500 GPH capacity & 20 HP, 76 mtr Headminimum 3 star rating water lubricated submerssible pump Motor set of maximum 150/200mm outlet dia with maximum 08 (Eight) stages coupled with reqd water & non over loading submerssible Pump & Motor suitable for 340-440 volts, 3 Ph, 50 Hz, AC supply and star delta method of starting along with 35 mtr 6.0 sqmm joint less pvc3 core double length flat cable(continous length) of suitable size fitted with submerssible motor, suction case, stainer, coupling key, vertical non return valve cum discharge case in/cl supplying 10 nos suitable guardwith clips & nuts & bolts, 2 (two) pair M S Clamps in/cl installation of submerssible pump & motor upto the depth of 100 ft by GI Pipe (confirming to IS:1239 medium class) for column assembly which will be supplied by the Agency at his own cost as per direction of Eng-in-Charge conforming to terms & conditionof the contract (Each Pump with motor shall consists of stainless closed type Impeller, C I Bowl, C I Discharge case, Pump Shaft (Stainless Steel), Bush (bronze), Shaft Sleeve (Bronze/Cromium), Sand Guard widening, motor, stator, Counter Thrust plate, thrust plate, Thrust bearing sagment etc. conforming to relevent BIS Codes. (GI Flange, GI column pipe etc. will be arranged by the agency & to be paid seperately)
33Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post (Size 50X50X6mm 2.80 Mtr. long) nuts & bolts etc. for errection of the same by 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel paint on primer as per direction of Engineer-in-Charge.Size 1.80X1.20X0.025 mtr.
34Providing & fitting fixing Steel sheet enclosed switch Fuse unit (Suitable for DIN fuse) triple pole with Neutral Link (TPN), 415/500 Volt, complete as per direction of Engineer-in-Charge.A) Current range 63 Amps.
35Providing & fitting fixing of Fully Automatic Star Delta type Motor startar (3ph, 50 Hz, 415V 25HP/18.7 kw Relay range within 17- 25) in steel sheet enclosure with Conductor, Timer etc. complete suitable for motor pump Havells/L&T/BCH make as per direction of Engineer-in- Charge.
36Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panel board of approved quality.SMI-144, Range 0-400 to 0-500 No.
37Supplying and fitting fixing AC Ammeter (Moving Iron) on the panelboard of approved quality.SMI-144, Range 0-10A
38Supplying & fitting fixing power capacitor (ISI Marked) of approved quality. 12.5 KVAr power capacitor
39Supplying and fitting fixing of Indicator bulb (Flush type containig 3 nos batton holder with bulb) on the panel board of approved quality.
40Supplying & fitting fixing of PVC insulated Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on the pannel board of approved quality. A) 7/16 Copper wire
41Providing and fitting fixing of single phasing preventer +selectable under voltage +selectable over voltage on delay 5 sec. & off delay 15 sec phase asymmetry 10%L & T/BCH/Havells/Sienmens etc. make complete as per specification and direction of the Engineer-in-charge.
42Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range, 415 + V, 50 Hz(L&T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.(i) 63-80 Amps
43Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
44Complete earthing of dia. 60 cm. for all pump sets & panel board with 8/10 sqg wire length not less than 10 mtr.) and 40 mm dia. G.I. pipe of length 2.5 m welded with a funnel at top and providing holes @ 10 cm c/c covering length 1.50 m from bottom alongwith charcoal (14 cft) and salt (150 kg) to be placed from bottom in an alternate layer (10 cm for salt & 30 cm for charcoal) as per direction of the Engg-in-Charge.
45Providing & fitting fixing of sign board (size 1.00x0.75m) at water supply scheme in/c cost of 1 mm thick plain aluminium of GI sheet with necessary MS angle (40x40x5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting, writing, nails, spikes etc and carrying to the worksite complete as per direction of the Engineer-in-charge.
46(ANNEXURE-B)Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides ramming of bottoms, depth minimum 1.25 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering etc. and disposal of surplus excavated soil as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge.A) All kinds of soila) Pipe, cables etc. exceeding 75 mm dia but not exceeding 160 mm dia
47Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq. cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.90 mm dia
48110 mm dia
49140 mm dia
50160 mm dia
51Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/ sq. cm. as per CPWD Specification & direction of Engineer-in-charge.160 x 140 mm dia
52140 x 110 mm dia
53110 x 90 mm dia
54Providing & fitting fixing rigid UPVC bend (30 degree, 45 degree, 60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq. cm as per CPWD Specification & direction of Engineer-in-charge.160 mm dia.
55140 mm dia.
56110 mm dia.
5790 mm dia.
58Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq. cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer-in-charge.Unequal Tee160x160x140 mm dia
59160x160x110 mm dia
60160x160x90 mm dia
61140x140x110 mm dia
62140x140x90 mm dia
63110x110x90 mm dia
64Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq. cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.Equal Tee160x160x160 mm dia
65140x140x140 mm dia
66110x110x110 mm dia
6790x90x90 mm dia
68Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in-charge (Rate excluding the cost of NTP control valve).80X50 mm dia
69Providing 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. iv) 100 mm dia. Sluice Valve (PN-1.6)
70v) 125 mm dia. Sluice Valve (PN-1.6)
71vi) 150 mm dia. Sluice Valve (PN-1.6)
72Providing, fixing and laying fabricated UPVC tail-piece 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.a) 110 mm dia
73b) 140 mm dia
74c) 160 mm dia
75Providing the following sets of tools for day to day maintenance of pump sets and other accessories of taparia make. [Cutting plier ( Plastic coated ) = 1 No. Sly wrench 305mm = 1 No. Screw driver ( Plastic coated ) = 1 No. Ball point hammer 800gram = 1 No. Dull wrench a set of - 12x13, 14x15, 16x17, 18x19 = 1 No.]2 X 1 = 02 No.

AI Tender Summary

OUR REF NO 46689278
AUTHORITY Government Departments
TENDER VALUE 39.86 Lakhs
LAST DATE 27-12-2024
Authority
Authority Name Public Works Department
Work Description Construction of DTW Scheme On the land of Sri Badal Reang at Gobinda Bari, Kurma Cherra VC ( Shifted On the land of Muktiram reang, Bheheram Bari, Ragkang G.P)and Sri Bimal joy Reang, Alyarai Para, Bhumracherra VC ( Shifted at Burburia, on the Land of Biswamani Jamatia, Burburia VC) in Amarpur RD Block area within the jurisdiction of WR Sub-Division Amarpur/ SH: Construction of pumphouse, installation of pump-motor & laying of PVC distribution system etc. during the year 2024-2025 .
Basic Detail
Tender No 23/SE/WRC-III/UDP/DNIeT/2024 25
Bidding Type Tender
Location
City amarpur
State Tripura
Key Dates
Publish Date 13 Dec 2024
Submission Date 27 Dec 2024
Open Date 27 Dec 2024
Finance
Tender Value 39.86 Lakhs
Tender Fee 1000
EMD 79737
Exemption Not Available
Document List
b51faaf8-df75-4597-ac38-80621c439a36.html
23SE.pdf
BOQ_56858.xls
Tendernotice_1.pdf

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Tender Timeline

Dec 13, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 27, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 27, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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b51faaf8-df75-4597-ac38-80621c439a36.html

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23SE.pdf

xls

BOQ_56858.xls

pdf

Tendernotice_1.pdf

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