Housing Urban and Rular Development Government Departments Closing in 9 days TDR #56505965

Tender For Extension Of Pond At Caddlegunj Near Wtp Under Rcd, Apwd, Wimberlygunj.

Issued by Government Departments · South Andamans, Andaman And Nicobar Islands
Tender Value
43.02 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
9 days left
EMD
86051
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Extension Of Pond At Caddlegunj Near Wtp Under Rcd, Apwd, Wimberlygunj.

BOQ

Name of Work:- Extension of Pond at Caddlegunj near WTP under RCD, APWD, Wimberlygunj.
Sl. No. Item Description
1Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift:
2All kinds of soil
3Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
4All kinds of soil
5Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
6Beyond 120 cm girth upto and including 240 cm girth
7Above 240 cm girth
8Earth 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 all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 1.00 KM by mechanical transport.
9Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
10All kinds of soil
11Earth 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.
12All kinds of soil.
13Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
14Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
151:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
161:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
17Providing 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 :
181:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
19Reinforced 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:
201:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
21Centering and shuttering including strutting, propping etc. and removal of form for
22Foundations, footings, bases of columns, etc. for mass concrete
23Columns, Pillars, Piers, Abutments, Posts and Struts
24Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
25Thermo-Mechanically Treated bars of grade Fe-500D or more.
26Steel 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.
27In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2812 mm cement plaster of mix:
291:4(1 cement: 4 fine sand)
30Finishing walls with Acrylic Smooth exterior paint of required shade:
31New 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)
32Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
33Two or more coats on new work
34Supplying at site :
35R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
36Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.
37With G.I. barbed wire
38Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 200 mm diameter
39Class I
40Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
41200 mm dia Ductile Iron Class K-9 pipes Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56505965
AUTHORITY Government Departments
TENDER VALUE 43.02 Lakhs
LAST DATE 27-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Extension Of Pond At Caddlegunj Near Wtp Under Rcd, Apwd, Wimberlygunj.
Basic Detail
Tender No NIT No. 20/EE/RCD/APWD/WG/26-27
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 16 Jul 2026
Submission Date 27 Jul 2026
Open Date 29 Jul 2026
Finance
Tender Value 43.02 Lakhs
Tender Fee Ref. Documents
EMD 86051
Exemption Not Available
Document List
b666f8ff-b036-4f16-8da3-ba371e1603bd.html
BOQ_25226.xls
Instructions-to-bidders.pdf
Tenderdocument20.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Jul 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
html

b666f8ff-b036-4f16-8da3-ba371e1603bd.html

xls

BOQ_25226.xls

pdf

Instructions-to-bidders.pdf

pdf

Tenderdocument20.pdf

pdf

Tendernotice_1.pdf

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