Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #51366807

Tender For Upgradation Of School Assembly Hall, Play Ground And Shed

Issued by Statutory Bodies & Commissions/Committees · sarli, Arunachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Oct 2025
0 days left
EMD
60000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
sarli → Arunachal Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Upgradation Of School Assembly Hall, Play Ground And Shed Upgradation Of School Assembly Hall, Play Ground And Shed At Sarli, District - Lower Subansiri (Arunachal Pradesh) Under Operation Sadbhavana For The Financial Year 2025-26

BOQ

Name of Work:
Sl. No. Item Description
1UPGRADATION OF SCHOOL ASSEMBLY HALL, PLAY GROUND, SHED AT SARLI OF LOWER SUBANSIRI DISTRICT (ARUNACHAL PRADESH)School Assembly Shed
2Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3Proving and laying in foundation and plinth cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering & shuttering.
4Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcementa) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcementa) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
7Centering and shuttering i/c strutting proposing etc and removal of form work for(a) Foundation and footings, bases of columns etc and mass concrete.
8Centering and shuttering i/c strutting proposing etc and removal of form work for(b) Column, pillars, posts and struts etc.
9Reinforcement for RCC work i/c bending, binding and placing in position.TMT/Tar
10Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete
11Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paideparately).
12Providing and fixing of Pre Painted Galvalume sheet DYNA Roof (PPGL) Profile Sheet HI-Rib: Trapezoidal Pre-Painted Profile sheet of 550 mpa strenght with 30mm crest height and 200 mm pitch distance with guard film.
13Providing Supplying Pre Painted Galvalume sheet DYNA Roof (PPGL) Ridges/ Valley/ Gutter width 610 mm with guard film.
14Providing 24 SWG corrugated GI sheet walling fixed with 150 x 10 mm \"L\" or \"J\" hooks bolts and nuts etc complete excluding cost of frame work which shall be paid for separately.
15Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m²
16Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.b) 110 mm diameter
17Carriage charges
18Development of Play ground
19Clearing and GrubbingLand(Clearing and grubbingland including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
20Suiface dressing- of the. ground, including removing vegetation and inequaliies notexceedinig 15 cm depth and disposal of rubbish, lead upto 50 m and hift upto 1.5C m.b) Hard Soil
21Earthi-work in excavation in all kinds of soil (excluding soit containing 50% or more of shingle ar smail size boulders upto 30 cm size, saturated scil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpase of making embankments or filling up ground depressions, lead upto 50 m and fift upto 1.50 m.
22Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
23Consolidation of sub grade with road roller of 8 to 12 tonne capacity including making good theundulations etc with earth or quarry spoils etc and rerolling the subgrade
24Supply & Installation ofKids School Play ground Equipments such as Park Swings, Slides, Educational toys, Outdoor Kids Equipments, Tri Cycles, Non Toxic Balls, Puzzles,etc as per the requirements and approval of school authority.
25Development of Play ground
26Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
27Proving and laying in foundation and plinth cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering & shuttering.
28Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
29Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
30Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
31Centering and shuttering i/c strutting proposing etc and removal of form work for(a) Foundation and footings, bases of columns etc and mass concrete.
32Centering and shuttering i/c strutting proposing etc and removal of form work for(b) Column, pillars, posts and struts etc.
33Reinforcement for RCC work i/c bending, binding and placing in position.TMT/Tar
34Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paideparately).
35Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete
36Supplyingof Pre Painted Galvalume sheet DYNA Roof (PPGL) Profile Sheet HI-Rib: Trapezoidal Pre-Painted Profile sheet of 550 mpa strenght with 30mm crest height and 200 mm pitch distance with guard film.
37Providing Supplying Pre Painted Galvalume sheet DYNA Roof (PPGL) Ridges/ Valley/ Gutter width 610 mm with guard film.
38Providing 24 SWG corrugated GI sheet walling fixed with 150 x 10 mm \"L\" or \"J\" hooks bolts and nuts etc complete excluding cost of frame work which shall be paid for separately.
39Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m²
40Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.b) 110 mm diameter
41Carriage of materials charges

AI Tender Summary

OUR REF NO 51366807
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 06-10-2025
Authority
Authority Name Indian Army
Work Description Upgradation Of School Assembly Hall, Play Ground And Shed Upgradation Of School Assembly Hall, Play Ground And Shed At Sarli, District - Lower Subansiri (Arunachal Pradesh) Under Operation Sadbhavana For The Financial Year 2025-26
Basic Detail
Tender No A/SAD/56ID/22IB/55/25-26
Bidding Type Tender
Location
City sarli
State Arunachal Pradesh
Key Dates
Publish Date 22 Sep 2025
Submission Date 06 Oct 2025
Open Date 07 Oct 2025
Finance
Tender Value Ref. Documents
Tender Fee 1000
EMD 60000
Exemption Available
Document List
1131c01b-29ea-455a-ba9e-e94f48bfb61f.html
BOQ_817602.xls
RFP.pdf
Tendernotice_1.pdf

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Tender Timeline

Sep 22, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 07, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

1131c01b-29ea-455a-ba9e-e94f48bfb61f.html

xls

BOQ_817602.xls

pdf

RFP.pdf

pdf

Tendernotice_1.pdf

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