Defence Statutory Bodies & Commissions/Committees Closing in 34 days TDR #57643940

Tender For Special Repair To Bldg No P-82 And P-157 At South Colony Raiwala

Issued by Statutory Bodies & Commissions/Committees · Dehradun, Uttarakhand
Tender Value
80.07 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
34 days left
EMD
1.45 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For Special Repair To Bldg No P-82 And P-157 At South Colony Raiwala

BOQ

Name of Work:- SPL REPAIR TO BLDG NO P-82 AND P-157 AT SOUTH COLONY RAIWALA
Sl. No. Item Description
1Removal of existing roof treatment i.e APP membrane, brick tiling incl mud mortar and open up RCC roof slab including picking, sweeping cleaning with wire brush and washing down with water to remove dust, dirt to get surface free of laitance , scales, oil or any other loose material complete all as specified and directed.Note :- (a) The work is required to be carried out at non-accessible roof for double storey . The contractor shall make arrangement of scoffolding,safety & security of workers and arrangement for approach to roof . (b) The rates quoted shall deemed to be included for these items
2M&L for PCC 40mm thick of 1:2:4 type B-0 (using 12.5 mm graded stone agg) mixed with Liquid intergal water proofing compoud as per manufacturer direction and finishing the surface even and smooth with out using extra cement as in roof padding treatement to receive roof treatment complete all as specified and directed.Note :- liquid water proofing compound will be measured and paid seperately.
3M&L for PCC (1:2:4) type B-0, using 12.5mm graded stone aggregates, as in concrete angle-fillets with a radiaus of 75 mm shall be provided at junctions between roofs, floor and vertical faces of walls (parapet, pillar for water tank staging and sunken floor) around obstacles such as pipes, chimney stacks etc. and other similar situation to ease up about corners mixed with integral water proofing compound as per manufactur direction complete all as specified and directed.Note :- Integral water proofing compound (WPC) will be measured and paid seperately.
4Supply only WPC integral water proofing compound (Liquid type) complete all as specified and directed.
5M&L for one coat of cement slurry admixed with acrylic bonding compound SBR Latex liquid polymer (slurry will be prepared as per manufacturer direction) as to be used for bonding of new concrete/ mortar to old surface. Note :- (i)The work is required to be carried out at non-accessible roof for double storey . (ii)The contractor shall make arrangement of scoffolding,safety & security of workers and arrangement for approach to roof .(iii) The rates quoted shall deemed to be included for these items.
6M&L of water proofing treatment to non-accessible roof slab with APP based modified polymeric membrane as per manufacturer’s instructions with following course of description below :-(a) Applying evenly a tack coat @ 1.2 kg/Sqm using 85/25 grade of industrial hot blown bitumen on primed surface of roof by applying a priming coat of bituminious primer @ 0.30 Kg /Sqm, till the surface is properly impregnated.(b) Providing APP based 5 layer polymeric membrane minimum weighing 3.5 Kg/ Sqm and minimum 3 mm thick reinforced with polyester non-woven fabric (weight not less than 150 gms/sqm) centre core, laid on primed surface by torced applications as per the manufacturer's instructions with side over lap of 75 mm and end overlap of 100 mm. All overlap joints shall be sealed thoroughly by thermo fusing both the membrane layer (torching overlap by propane or butane gas torch ) and sealing it with the help of hot trowel. The overlap joints shall be made as a monolithic layer (c) Apply two coat of bituminous aluminium paint @ 0.20 Kg/Sqm over APP membranceNote : 1. The work of water proofing treatment shall be got executed through manufacturer or authorised applicator of the manufacturer only 2. The work is required to be carried out at non-accessible roof slab for double storeyed. The contractor shall make arrangement of scaffolding, safety and security of workers and arrangement for approach to roof . The rates quoted shall deemed to be included for these items.)
7Demolition of lime concrete in floors and paving exe 15 cm thick above ground floor (sunken floor) including picking, sweeping cleaning with wire brush and washing down with water to remove dust, dirt to get surface free of laitance , scales, oil or any other loose material and removing the demolished material outside the MOD land complete all as specified and directed.
8M&L two coat of acrylic polymer modified cementitious flexible waterproof coating on horizontal and vertical surface for sunken floor as per manufacturer instruction after base preparation of cleaning, brushing and removal of flaky materials. The coatings shall be applied at the intervals as per the manufacturer’s specifications and approved by Engineer in Charge .Note : Ponding test shall be carried out after water proofing coating for 48 Hrs .
9M&L for 15 mm thick protection plaster in CM (1:4) floor and wall mixed with polymer modified repair mortar (SBR Latex liquid polymer as per manufactur direction ) complete all as specified and directed Note :- The rates of SBR quoted shall deemed to be included for the item.
10M&L for 40 mm dia GI pipe, medium grade, as in spout pipe, projecting at least 300 mm beyond outer face of wall or as per direction of Engr-in-charge complete all as specified and directed.
11M&L for cement concrete 1:5:10 type E2 (using 40 mm graded stone aggregate) as in filling of sunken portion complete all as specified and directed.
12M&L for 30 mm thick PCC type B-0 1:2:4, (using 12.5 mm graded stone aggregate) as in floor mixed with Liquied water proffing compound complete all as specified and directed.Note :- WPC will be measured and paid seperately
13Dismantling of (salt glazed ware, AC or reinforced concrete) drain pipes up to 100 mm dia , jointed in cement mortar and taking out of trenches if required compound complete all as specified and directed.
14S&F PVC (SWR) pipes single socketed in any length with rubber ring joints and laid in trenches or in floor of following size complete all as specified and as directed :-
1575 mm bore
16100 mm bore
17S&F PVC (SWR) pipes single socketed in any length with rubber ring joints and fixed to wall of following size complete all as specified and as directed :-
1875 mm bore
19110 mm bore
20S&F PVC (SWR) bends any radius including necessary cutting in brick wall and making good to match with existing surface of following size complete all as specified and as directed :-
21110 mm bore
2275 mm bore
23S&F PVC (SWR) bends with access door any radius of following size complete all as specified and as directed :-
24110 mm bore
2575 mm bore
26S&F 110mm PVC (SWR) WC connector with lip ring complete all as specified and as directed.
27S&F PVC (SWR) reducers of size 110 mm x75 mm complete all as specified and directed.
28S&F PVC (SWR) junction single, (single T) with access door equal or unequal of following size complete all as specified and as directed :-
29110 mm bore
3075 mm bore
31S&F PVC (SWR) vent cowl of following size complete all as specified and as directed :-
3275 mm bore
33S&F PVC (SWR) multi floor trap, out let dia 75mm, plain with grating including jointing with solvent complete all as specified and as directed.
34S&F PVC (SWR) P trap, out let dia 110mm, plain with grating including jointing with solvent cement complete all as specified and as directed.
35S&F PVC (SWR) floor trap, out let dia 75 mm, plain with grating including jointing with solvent cement complete all as specified and as directed.
36S&F stack clamps out of 40 mm by 3 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof with fastner for following bore of pipe complete all as specified and directed :-
37100 mm bore pipe
3875 mm bore pipe
39Demolition of cement concrete (reinforced) of any position not otherwise specifically provided for and including reinforcement required to facilitate demolition upto and including on the roof top/mumty/parapet/RCC chajjas/RCC water tank and removal of debris and rubbish out side MoD land complete all as specified and directed.
40M&L for RCC (1:2:4) Nominal mix type B1 (using 20mm graded stone aggregates) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, and in shelves complete all as specified and directed.
41M&L for RCC (1:2:4) Nominal mix type B0 (using 12.5 mm graded stone aggregates) as in Chajjas/ fins/ facia of roof slab for minor repair complete all as specified and directed. Note : The work is required to be carried out at double storeyed.The contractor shall make arrangement of scaffolding, safety and security of workers and arrangement for approach to roof . The rates quoted shall deemed to be included for these items.)
42M&L for formwork for rough finish to soffits of suspended slabs such as roof slabs, floor slabs, landing slab and similar work, not exceeding 200mm thick complete all as specified and directed.
43M&L for precast RCC (1:2:4) type B1, (using 20mm graded stone aggregates) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas,water troughs,mangers, shelves and similar articles with plain faces set in CM 1:4 including necessary fair finish formwork complete all as specified and directed.
44M&L for mild steel TMT bars 10mm dia 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.
45Demolition of cement concrete in ground floor and pavings not exc 15 cm thickness below or above ground level including removal of rubbish out side MOD land complete all as specified and directed.
46M&L cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) 75 mm thick as in plinth protection surface finished even and smooth without using extra cement including 4 mm thick glass dividing strip of figured glass, pin headed type, 73 mm wide inserted in position complete all as specified and directed.
47M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed.
48Taking down chowkhats or frames with shutters ( without taking off shutters from the frames) of following size complete all as specified and directed:-
49Area not exc 1.5 sqm each
50Area exc 1.5 sqm but not exc 4 sqm each
51Refixing shutters in the same opening of any description including taking down, easing and adjusting and also refixing builders hardware as required including removal unserviciable screws etc of following size complete all as specified and directed:-
52Area not exc 1.0 sqm each
53Area exc 1.0 sqm but not exc 2.0 sqm each
54Taking down shutters of any description, of following size complete all as specified and directed:-
55Area exc 1.0 sqm but not exc 2.0 sqm each Please Enable Macros to View BoQ information
56Area exc 1.0 sqm but not exc 2.0 sqm each Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57643940
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 80.07 Lakhs
LAST DATE 29-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Special Repair To Bldg No P-82 And P-157 At South Colony Raiwala
Basic Detail
Tender No 86493/RWL/E8
Bidding Type Tender
Location
City Dehradun
State Uttarakhand
Key Dates
Publish Date 22 Sep 2026
Submission Date 29 Oct 2026
Open Date 06 Nov 2026
Finance
Tender Value 80.07 Lakhs
Tender Fee 1000
EMD 1.45 Lakhs
Exemption Available
Document List
80c9e7cc-8b6a-46e7-bbc9-0a935771d2dd.html
BOQ_886203.xls
Tender86493.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 34 days
Nov 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 42 days

Tender Documents

Download All (ZIP) ↓
html

80c9e7cc-8b6a-46e7-bbc9-0a935771d2dd.html

xls

BOQ_886203.xls

pdf

Tender86493.pdf

pdf

Tendernotice_1 (10).pdf

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