Public Administrative Department Government Departments Closing in 7 days TDR #58341016

Tender For Construction Of Oht, Filter Bed And Pump House At Radha Khona Under Sd-V, Cd-I, Rangat.

Issued by Government Departments · North and Middle Andaman, Andaman And Nicobar Islands
Tender Value
1.37 Crore
Estimated cost
Bid Submission
16 Nov 2026
7 days left
EMD
2.74 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
North and Middle Andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Oht, Filter Bed And Pump House At Radha Khona Under Sd-V, Cd-I, Rangat.

BOQ

Name of Work:- Construction of OHT, Filter Bed and Pump House at Radha Khona under SD-V, CD-I, Rangat.
Sl. No. Item Description
1Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3All kinds of soil.
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
61:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
71:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
81:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
10Thermo-Mechanically Treated bars of grade Fe-500D or more.
11Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete:
121:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
13Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
14Centering and shuttering including strutting, propping etc. and removal of form for
15Foundations, footings, bases of columns, etc. for mass concrete
16Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
17Suspended floors, roofs, landings, balconies and access platform
18Columns, Pillars, Piers, Abutments, Posts and Struts
19Stairs, (excluding landings) except spiral-staircases
20Edges of slabs and breaks in floors and wallsUnder 20 cm wide
21Lintels, beams, plinth beams, girders, bressumers and cantilevers
22Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
23Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
241:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
25Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
261:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
27Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
28Cement concrete flooring 1:2:4 (1 cement : 2 coarse 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.
2940 mm thick with 20 mm nominal size stone aggregate
3052 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
31Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
3212 mm cement plaster finished with a floating coat of neat cement of mix:
331:3(1 cement: 3 fine sand)
3412 mm cement plaster of mix:
351:4(1 cement: 4 fine sand)
36Finishing walls with Acrylic Smooth exterior paint of required shade:
37New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
38Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
39G.I. pipes
40Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work
41PN - 10 Pipe, 90 mm OD (SDR-11)
42PN - 10 Pipe, 75 mm OD (SDR-11)
43PN - 10 Pipe, 50 mm OD (SDR-11)
44Providing and fixing PPR Unions
45PPR Union 75mm
46PPR Union 50mm
47Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
48In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
49Filling 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 and for all lif.
50Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
51Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
52New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
53Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
54New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
55Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
56Two or more coats on new work
57Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
5880x0.90 mm M.S. laths with 0.90 mm thick top cover
59Providing and fixing ball bearing for rolling shutters.
60Providing and fixing Flange Core in PP-R Pipe of approved with necessary screw end etc all complete
6190 mm nominal bore
62Providing and fixing Flange (Ring)in PP-R Pipe of approved with necessary screw end etc all complete
6390 mm nominal bore
64Providing and fixing PP-R gate valve of approved quality (screwed end) :
6590 mm nominal bore
6675 mm nominal bore
6750 mm nominal bore
68Supplying and laying of stone gravel graded size of density about 1600 kg/cum to be used as filter media which are of hard, durable properly rounded and free from impurities etc as per the direction of Engineer-in-charge.
69Stone gravel graded of size 18mm to 33mm
70Stone gravel graded of size 6mm to 22mm
71Stone gravel graded of size 2mm to 4mm
72Stone gravel graded of size 0.7mm to 1mm
73Supplying and filling of mainland river (coarse) sand relatively fine with effective size (e.s) of 0.15mm to 0.30mm and uniformity coefficient (u.c) preferably below 3 and not exceeding 5 conforming to IS 8419 (Part-I):1977 in layers to be used as filter media including levelling and dressing etc all complete as per the direction of Engineer-in-charge.
74Providing cement concrete surface drain including earth excavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neat cement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth.
7515 x 15 cm surface drain
76Making connection of PP-R distribution branch with PP-R main of following sizes by providing and fixing tee, including cutting and threading the pipe etc, complete.
7775 mm nominal bore
7850 mm nominal bore
79Providing and laying hollow cement concrete block walling up to floor five level 200 mm thick consisting of hollow block of size 400 x 200 x 200 mm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 12.5 mm nomial size) laid in cement mortor 1:6 (1 cement : 6 coarse sand).
80Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position:
81Superior hard wood of cat-II (A).
82Providing and fixing 30 mm thick glazed shutters for windows/ventilators with superior hard wood Cat-II (A) as per IS: 401 using 7.5 Kg/sqm (4 mm thick) glass panes including oxidised M.S. butt hinges with necessary screws etc., complete as per the directed by Engineer-in-charge.
83Providing and fixing in position eaves or facia board with 12 mm thick PVC fiber board (upto 300 mm width) including fixing with necessary screws etc. complete as per the direction of Engineer-in-charge.
84Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping aluminium screws (Xylan) of size (5.5x55mm) with EPDM seal, complete upto 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.
85Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with aluminium Zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
86Ridges plain (500 - 600mm) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58341016
AUTHORITY Government Departments
TENDER VALUE 1.37 Crore
LAST DATE 16-11-2026
Authority
Authority Name Andaman Public Works Dept
Work Description Tender for Construction Of Oht, Filter Bed And Pump House At Radha Khona Under Sd-V, Cd-I, Rangat.
Basic Detail
Tender No 16/2026-27/SE/CC-I/CD-I-RGT
Bidding Type Tender
Location
City North and Middle Andaman
State Andaman And Nicobar Islands
Key Dates
Publish Date 02 Nov 2026
Submission Date 16 Nov 2026
Open Date 16 Nov 2026
Finance
Tender Value 1.37 Crore
Tender Fee Ref. Documents
EMD 2.74 Lakhs
Exemption Not Available
Document List
37144610-2570-4a61-9497-445906f4157d.html
BOQ_27152.xls
TenderDocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 02, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Nov 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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html

37144610-2570-4a61-9497-445906f4157d.html

xls

BOQ_27152.xls

pdf

TenderDocument.pdf

pdf

Tendernotice_1.pdf

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