Housing Urban and Rular Development Government Departments Closing in 4 days TDR #56469831

Tender For Construction of Play Ground In Govt. High School At Sapni Distt. Kinnaur Hp. (Sh:- Construction of Fencing Work, Retaining Wall On The Valley Side Of The Ground And In Bb Court, Balance Cutting Work Of Ground And Entrance Gate.) Esatimated

Issued by Government Departments · Kinnaur, Himachal Pradesh
Tender Value
16.06 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
4 days left
EMD
32200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kinnaur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction of Play Ground In Govt. High School At Sapni Distt. Kinnaur Hp. (Sh:- Construction of Fencing Work, Retaining Wall On The Valley Side Of The Ground And In Bb Court, Balance Cutting Work Of Ground And Entrance Gate.) Esatimated Cost Rs. 16,06,526/- Earnest Monry Rs.32,200/- Time:- Three Months.

BOQ

Name of Work:- C/O play ground in Govt. High School at Sapni Distt. Kinnaur HP. (SH:- C/O Fencing work, R/Wall on the valley side of the ground and in BB court, Balance Cutting work of Ground and Entrance Gate.) Esatimated Cost Rs. 16,06,526/- Earnest Monry Rs.32,200/- Time:- Three Months.
Sl. No. Item Description
1Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) as per technical specification clause 1603.1 including carriage and stacking of useful material for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge.
2Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.
3Proiding and laying concrete for plain/reinforced cement concrete 1:4:8 (One cement isto four sand isto eight graded stone aggregate 25mm.(twenty five millimetre) nominal size) in open foundation and curing complete including cost of form work in retaining walls/breast walls, as per HPPWD specification clause 802, 803, 1202 & 1203 within all leads and lifts and as per the direction of Engineer-in-charge.
4Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for structure like retaining walls, breast walls wing walls, toe walls, abutment and similar works etc. in all heights complete as per drawing and technical specification clauses 702, 704, 1202 & 1204 and curing complete including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
5Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:2:4 (one cement : two sand : four graded/crushed stone aggregate 20mm (twenty millimetre) nominal mix curing complete within all leads, lifts carriage of material and other incidentials.
6Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint In beams joists channels ,angles , tee ,flats with connection plates or angle cleats as in main and cross beems,hip and jack rafters,purlins connected to common rafters and the like, including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
7Supplying and fixing wovenplains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails,strainging bolts. etc. including provision of binding wire, staples etc. including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
8Demolishing cement concrete manually/by mechanical means Demolition above G.L.upto floor two level including disposal of unserviceable materials within 20 metres lead.un-reinforced cement concrete upto 15cm. Thickness,complete as directed by the Engineer-in-Charge
9Providing form work with steel plates 3.15mm.(Three decimal fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(Thirty into thirty into five milimetre) so as to give a fair finish including centring, shuttering,strutting and propping etc. with wooden/steel battens and ballies, height of propping and centring below supporting floor to ceiling to any floor height and removal of the same for in-situ reinforced concrete and plain concrete work and as per HP.PWD specifications of 1990 volume-1 including carriage of material, labour, tool and plants through all modes of transporation within all leads and lifts and as per the direction of the Engineer-in-charge. In foundations, footings, bases of columns etc. and mass concrete
10In beams, cantilevers, girders and lintels sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels up to any depth in all floor level in all heights.
11In columns, pillars, posts and struts square, rectangular or polygonal in plan in all floor level in all heights.
12Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in foundation footings bases of columns and the like and mass concrete and curing complete including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
13Supplying, fitting and placingTMT bar reinforcement in superstucture complete as per drawings and technical specifications Clauses 1000 and 1202 and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
14Distempering (two coats) with oil bound washable distemper of approved brand and manufactures and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufactures after throughly brushing the surface free from mortar droping and other forigen matter and also including perparing the surface even and sand papered smooth priming coat with distemper primer. including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
15Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.
16Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.
17Providing and fixing M.S. BP Sheet 1.66mm to 2mm thick in eaves board/ facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
18Writing letters or figures on any surface with black japan paint (stops,comas,hyphens and the like not to be measured and paid separately) Block letters/figures for using following paints instead of black Japan. Synthetic enamel paint(other than white) including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
19Providing and fixing M.S. Sliding door bolts bright finished or/and black enamelled with nuts and screws etc. complete. 300 x 16mm including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56469831
AUTHORITY Government Departments
TENDER VALUE 16.06 Lakhs
LAST DATE 21-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction of Play Ground In Govt. High School At Sapni Distt. Kinnaur Hp. (Sh:- Construction of Fencing Work, Retaining Wall On The Valley Side Of The Ground And In Bb Court, Balance Cutting Work Of Ground And Entrance Gate.) Esatimated Cost Rs. 16,06,526/- Earnest Monry Rs.32,200/- Time:- Three Months.
Basic Detail
Tender No 2611 dated 13.07.2026
Bidding Type Tender
Location
City Kinnaur
State Himachal Pradesh
Key Dates
Publish Date 15 Jul 2026
Submission Date 21 Jul 2026
Open Date 22 Jul 2026
Finance
Tender Value 16.06 Lakhs
Tender Fee 500
EMD 32200
Exemption Not Available
Document List
1465c3ce-5cde-4147-8f87-69b68d6d7bc6.html
BOQ_205843.xls
SBD.pdf
Tendernotice_1 (10).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jul 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Jul 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

1465c3ce-5cde-4147-8f87-69b68d6d7bc6.html

xls

BOQ_205843.xls

pdf

SBD.pdf

pdf

Tendernotice_1 (10).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders