Housing Urban and Rular Development Government Departments Closing in 0 days TDR #47521510

Construction Of Clustered 24(Twenty Four) Nos. Lift Irrigation (L.I) Schemes In Different Block Areas In Tripura/Sh: Construction Of New Pump House, Installation Of Pump Motors, Laying Of Pipeline And Other Allied Works Etc. At Rechai Para Of West Ekchari

Issued by Government Departments · karbook, Tripura
Tender Value
43.65 Lakhs
Estimated cost
Bid Submission
21 Feb 2025
0 days left
EMD
87304
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of clustered 24(twenty four) nos. Lift irrigation (L.I) Schemes in different block areas in Tripura/SH: Construction of New Pump house, installation of Pump motors, laying of pipeline and other allied works etc. at Rechai Para of West Ekchari VC over Ekchari Cherra under Karbook R.D. Block during the FY 2024-25.

BOQ

Name of Work:- Construction of clustered 24(twenty four) nos. Lift irrigation (L.I) Schemes in different block areas in Tripura/SH: Construction of New Pump house, installation of Pump motors, laying of pipeline and other allied works etc. at Rechai Para of West Ekchari VC over Ekchari Cherra under Karbook R.D. Block during the FY 2024-25.
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cmmeasured at a height of 1 m above ground level andremoval 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.-All kinds of soil.
3Earth 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.
4Supplying 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.
5Providing 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 well burnt brick aggregate 40 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 ).
7Providing & fixing of fabricated post made of 100mm dia medium class MS pipe (9.75 kg/mtr) 3.00 mtr long fitted with 3 nos. 75X45X6 mm cleat and 2 nos. 200 X200X10mm gusset plate at top and bottom including cutting making necessary holes in the gusset plates, welding etc. complete (excluding nuts & bolts) as per direction of the Engineer- in- Charge.
8Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., includingcutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
10Providing 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.Ilimpet 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 requiredetc. complete as per direction of Engineer-in-charge.a) 0.63 mm thick with zinc coating not less than 275gm/m2
11Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks,bolts and nuts 8 mm dia G.I. limpet and bitumen washers etc. complete as per direction of Engineer- incharge. a) 0.63mm thick with zinc coating not less than 275gm/m2
12Providing and fitting G.C.I sheet (0.63 mm thick) for walling including Vertical/curved surface fixed with galvanized steel J or L hooks 8 mm diameter, bolts and nuts with bitumen and G.I limpet washers or with G.I. limpet Washers filled with white lead and including a coat of appoved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/Verticle or curved surfaces ) excluding the cost of G.S. sheet purlins rafters and trusses and including cutting to size and shape wherever required as per direction of Engineer -in-Charge.
13Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing Tiron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-Charge.
14Providing 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.
15Providing 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.
16Reinforced 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)
17Centering shuttering including struttings, propping etc. and removal of form work for: i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply.
18Reinforcement 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.
19Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:i) 1:2:4 (1 Cement: 2 fine sand : 4graded well burnt brick aggregate 20 mm nominal size)
20Providing 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. all complete as per direction of Engineer-in-charge.i) 40 mm thick with 20 mm well burnt brick aggregate.
2112 mm cement plaster of mix.i) Cement mortar 1:4 (1 cement : 4 fine sand)
226 mm cement plaster of mix.Cement mortar 1:3 (1 cement : 3 fine sand)
23Neat cement punning.
24Finishing 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: -
25Providing and laying of G.I Pipe with fittings complete as per direction of the Engineer-in-Charge.a) 40 mm dia. (For Priming line)
26Providing and fitting fixing brass fullyway valve with handle in the G.I Pipe line including cutting threadingetc complete, as per CPWD Specification and direction of the Engineer in charge. A) 40 mm dia
27Providing and fixing G.I Bend / Elbow in thepipeline including testing of joints complete as per CPWD specification and direction of the Engineer in chargei) 40 mm dia
28Providing and fixing G.I equal tee with the pipeline including testing of joints complete as per CPWD specification and direction of the Engineer in charge i) 40x40x40 mm dia
29Providing and fixing G.I union as per CPWD Specification and direction of the Engineer in chargei) 40 mm dia.
30Complete 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 mtr. welded with a funnel at top and providing holes @ 10 cm. c/c covering length 1.50mtr. from bottom alongwith charcoal (14cft) and salt (150kg) to be placed from bottom in an alternate layer ( 10cm. for salt & 30 cm. for charcoal) as per direction of the Engg-in-Charge.
31roviding and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.i) 125 mm nominal bore
32Providing & 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.i) Size 1.20X1.20X0.025 mtr.
33Providing & 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.i) Current range 63 Amps.
34ii) Current range 200 Amps.
35Supplying & fitting fixing manually operated oil immerged starter of approved quality.A) 30HP Osco/BCH Make
36Supplying & fitting fixing of PVC insulated Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on the pannel board of approved quality7/16 Copper Wire
37Providing & fixing 200 Amps busbar of size 600X 450X100 mm with 4 nos. copper strip of size 450X40X4 mm of approved quality.
38Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panel board of approved quality.SMI-144, Range 0-400 to 0-500
39Supplying and fitting fixing AC Ammeter (Moving Iron) on the panel board of approved quality.SMI-144, Range 0-10A
40Supplying and fitting fixing of Indicator bulb (Flush type containig 3nos batton holder with bulb) on the panel board of approved quality.
41Providing & fitting fixing C.I tail piece of approved quality at site of work.i) 150 mm dia.
42Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality.i) 150 mm dia.
43Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality.i) 150 mm dia.
44Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality.i)150 mm dia.
45Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality.i) 150 mm.dia.
46ii) 125 mm.dia.
47Supplying & fitting fixing of GI . bend of approved quality.i) 150 mm.dia.
48ii) 125 mm.dia.
49Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.i) 150 mm.dia.
50ii) 125 mm.dia.
51Providing and fitting fixing of full threaded nuts and bolts of different size of approvedquality as per direction of the Engg-in-charge.
52Providing and Installation of Horizontal pump motor set (Centrifugal) with allied equipments by maintaining proper level /slope, alignment etc. in/c all necessary nuts & bolts, washers etc. at site of work and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run for 10hrs. in two spell as per direction of the Engineer-in-charge.i) 25 HP mortar with 60 LPS 22 m head pump
53Providing the following sets of tools for day to day maintenance of Pump Sets and other accessories of teparia makeCutting Plier(Plastic coated) =1No. Sly wrench 305 mm=1.0 No.Screw driver(Plastic coated)= 1 No.Ball point hammer 800 gram= 1 NoDull wrench a set of 12x13,14x15,9x17,18x19=1 No
54Supplying of wooden table of size (1.25x 0.9x1.0)m thickness of top cover in 25 mm with 04(four) legsof size 50x 50 mm made of KARAI WOOD(well seasonal and both side drawer with locking arrangement including necessary varnishing etc. as per direction of the Engineer in charge
55Supply of Wooden chair without arms of standard size made of well seasonal karai wood including necessary varnishing etc. as per firection of the Engineer in charge.
56Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides ramming of bottoms, depth minimum 1.25m 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 soil.a) Pipe, cables etc. exceeding 75mm dia. but not exceeding 160 mm dia .
57b) Pipe, cables etc. exceeding 200 mm dia. but not exceeding 315 mm dia .
58Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with steel primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge.
59Providing 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. i) 315 mm dia
60ii) 250 mm dia
61iii) 200 mm dia
62iv) 160 mm dia
63v) 140 mm dia
64vi) 110 mm dia
65vii) 90 mm dia
66Providing and fixing G.I. pipes of 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. Extenal Work.i) 150 mm. dia. normal bore
67ii) 125 mm. dia. normal bore.
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).i) 80X50 mm dia
69Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-charge.a) 315 mm dia PVC Pipe
70b) 250 mm dia PVC Pipe
71c) 200 mm dia PVC Pipe
72d) 150 mm dia PVC Pipe
73e) 125 mm dia PVC Pipe
74Providing 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 Teei) 200x200x160 mm dia
75ii) 200x200x140 mm dia
76iii) 200x200x110 mm dia
77iv) 200x200x90 mm dia
78v) 160x160x140 mm dia
79vi) 160x160x110 mm dia
80vii) 160x160x90 mm dia
81viii) 140x140x110 mm dia
82ix) 140x140x90 mm dia
83x) 110x110x90 mm dia
84Providing 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 Teei) 200x200x200 mm dia
85ii) 160x160x160 mm dia
86iii) 140x140x140 mm dia
87iv) 110x110x110 mm dia
88v) 90x90x90 mm dia
89Providing 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.i) 250x200 mm dia
90ii) 200x160 mm dia
91iii) 160x140 mm dia
92iv) 140x110 mm dia
93v) 110x90 mm dia
94Providing & 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. i) 200 mm dia
95ii) 160 mm dia
96iii) 140 mm dia
97iv) 110 mm dia
98v) 90 mm dia
99Providing 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.a) 100 mm dia sluice valve(PN-1.0)
100b) 125 mm dia. Sluice Valve (PN-1.0)
101c) 150 mm dia. Sluice Vavle (PN-1.0)
102d) 200 mm dia. Sluice Valve (PN-1.0)
103Providing 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.a) 80-100 Amps

AI Tender Summary

OUR REF NO 47521510
AUTHORITY Government Departments
TENDER VALUE 43.65 Lakhs
LAST DATE 21-02-2025
Authority
Authority Name Public Works Department
Work Description Construction of clustered 24(twenty four) nos. Lift irrigation (L.I) Schemes in different block areas in Tripura/SH: Construction of New Pump house, installation of Pump motors, laying of pipeline and other allied works etc. at Rechai Para of West Ekchari VC over Ekchari Cherra under Karbook R.D. Block during the FY 2024-25.
Basic Detail
Tender No 41/SE/WRC-III/UDP/DNIeT/2024 25
Bidding Type Tender
Location
City karbook
State Tripura
Key Dates
Publish Date 01 Feb 2025
Submission Date 21 Feb 2025
Open Date 21 Feb 2025
Finance
Tender Value 43.65 Lakhs
Tender Fee 1000
EMD 87304
Exemption Not Available
Document List
4758b3cf-20d4-4395-948d-7a648db3aca6.html
41SE.pdf
BOQ_58826.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 01, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 21, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 21, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

4758b3cf-20d4-4395-948d-7a648db3aca6.html

pdf

41SE.pdf

xls

BOQ_58826.xls

pdf

Tendernotice_1.pdf

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