Defence Statutory Bodies & Commissions/Committees Closing in 7 days TDR #56636730

Tender For Provn Of 03Xseptic Tank And 03Xsoak Well For Cg Bn At Base C -Ii Under Ge 873 Ews

Issued by Statutory Bodies & Commissions/Committees · Leh, Ladakh
Tender Value
39.65 Lakhs
Estimated cost
Bid Submission
08 Aug 2026
7 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of 03Xseptic Tank And 03Xsoak Well For Cg Bn At Base C -Ii Under Ge 873 Ews

BOQ

Name of Work:- PROVN OF 03XSEPTIC TANK AND 03XSOAK WELL FOR CG BN AT BASE C -II UNDER GE 873 EWS
Sl. No. Item Description
1Excavating over areas and n.exc1.5 mtr deep in hard/dense soil and getting out complete all as specified and directed.
2Excavating over areas , exc. 1.5m deep and n.exc 3.00m deep in hard/dense soil and getting out complete all as specified and directed.
3Excavating over areas , exc. 3.0m deep and n.exc 4.50m deep in hard/dense soil and getting out complete all as specified and directed.
4Excavating in trenches in Hard /Dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.
5M&L Plain Cement concrete Type B2 1:2:4 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed.
6M&L for PCC 1:2:4 type B1 (using 20mm crushed stone agg), M-15 50mm thick, in coping, kerbs channels water through and the like incl weathering, slightly rounded or chamfered angle and throughting as directed chamfered necessary for work complete all as specified and directed.
7M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Foundations, including rafts, footings, foundation beams; plinth beams; for columns, etc.; basement slabs, under-reamed and mass concrete complete all as specified and directed.
8M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
9M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Slabs supported on beams and columns in roofs, landings, balconies, canopies, deck slabs shelves and the like complete all as specified and directed.
10M&L of Pre-cast cement concrete block masonry with solid blocks, exc. 10cm in width and Set in cement mortar 1:6 ,Type C1 1:3:6 (20mm graded aggregate) complete all as specified and directed.
11M&L for Rendering 15mm thick cement plaster with cement mortar(1:4) on fair faces of brickwork or concrete surfaces finished even and fair without using extra cement complete all as specified and directed.
12Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batte complete all as specified and directed.
13Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter exceeding 200mm thick complete all as specified and directed.
14Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick(Horizontal or sloping) complete all as specified and directed.
15Mild steel bars 8mm dia TMT bar and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
16Mild steel bars 10mm dia TMT bar and over, cut to length, bent to shaperequired, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
17S&F of Fe.290.Gde-E-165 Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming and complete all as specified and directed.
18S&F of 100mm bore of spun pipe dia Cast iron soil, waste and vent pipes in any length with or withoutears, with cement joints, but fixed to wall complete all as specified and directed.
19S&F of 100mm bore of dia slotted vent cowl complete all as specified and directed.
20S&F of 700mm bore of pipe dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed.
21S&F of Reinforced concrete pipes Bore of pipe in 150 mm , class NP3, laid and jointed complete with collars complete all as specified and directed.
22Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed.
23Removal excavated materisal n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
24Plain cement concrete (1:3:6), type C-2 (40mm graded crushed stone agg) as in foundation all as specified and shown on drawings complete all as specified and directed.
25M & L for walling of random rubble, uncoursed and soildly hearted builtin cement mortar 1:4 completed all as specified and shown on drawings complete all as specified and directed.
26M & L for Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed.
27Loosing filling broken stone or boulders with coarse aggregate well graded of uniform size aggregates of gauge 150 to 250 mm in soakage pits , soakage wells complete all as specified and directed.
28M&L Pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in manhole cover slab set in CM 1:4 complete all as specified and directed.
29M & L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed.
30Removing excavated material to a distance beyond 50 m and upto a total distance of 100 m.and depositing where directed at level not exc 1.5m above the starting point complete all as specified and directed.
31Plain cement concrete(1:3:6) type C-2 (using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore RCC NP3 pipe complete all as specified and directed by engr- in -charge
32Supply only Integral water proofing compound complete all as specified and directed.
33Cutting into existing manholes for connecting new drains, internal dia of pipe 150 mm making good to pipe & rendering cutting out existing benching for forming branch channel (1/2) to or 3/4 section in cement concrete (1:2:4) type B-1, smooth finished, complete all as specified and directed.
34Mobilization & Demobilization : Transport of equipment from lab to site at different locaton for conducting the percolation test complete all as specified and directed.
35percolation test at the designated location submission of test results and issuance of a detailed report indicatics and recommendations suitable for the design of septic tanks and soakage well complete all as specified and directed.
36Note:- The following TD drawings to be referred for execution of Septic tank, Soakage well & Manhole for item Ser No 1.00 to 32.00.(i) CELZ/TD/ST-3009, Sheet No 1/4, 2/4, 3/4 & 4/4.(ii) CESZ/TD/-01/2015, Sheet No 1/3, 2/3 & 3/3.(iii) CESZ/TD-1077/2011, Sheet No 1/4, 2/4, 3/4 & 4/4. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56636730
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 39.65 Lakhs
LAST DATE 08-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of 03Xseptic Tank And 03Xsoak Well For Cg Bn At Base C -Ii Under Ge 873 Ews
Basic Detail
Tender No GE/873/EWS-55/2026-27
Bidding Type Tender
Location
City Leh
State Ladakh
Key Dates
Publish Date 24 Jul 2026
Submission Date 08 Aug 2026
Open Date 10 Aug 2026
Finance
Tender Value 39.65 Lakhs
Tender Fee 500
EMD 80000
Exemption Available
Document List
BOQ_874350.xls
c9aa5028-1a72-4198-b155-fddbd8c9f2e3.html
DRAWINGS.pdf
Tender55.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Aug 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_874350.xls

html

c9aa5028-1a72-4198-b155-fddbd8c9f2e3.html

pdf

DRAWINGS.pdf

pdf

Tender55.pdf

pdf

Tendernotice_1.pdf

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