Housing Urban and Rular Development Government Departments Closing in 5 days TDR #58406006

Tender For Construction Work Of Helipad Near Ramtal Garden Resort Above Birmau Kandi At Km 90 Of Nh 707 A (Tiuni Chakrata Mussoorie Chamba Kritinagar) Under Chakrata Constituency Of District Dehradun.

Issued by Government Departments · Dehradun, Uttarakhand
Tender Value
93.08 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
5 days left
EMD
1.97 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Work Of Helipad Near Ramtal Garden Resort Above Birmau Kandi At Km 90 Of Nh 707 A (Tiuni Chakrata Mussoorie Chamba Kritinagar) Under Chakrata Constituency Of District Dehradun.

BOQ

Name of Work:- Construction work of Helipad near Ramtal garden resort above Birmau Kandi at km 90 of NH 707 A (Tiuni Chakrata Mussoorie Chamba Kritinagar) under Chakrata constituency of district Dehradun.
Sl. No. Item Description
1Excavation for StructuresEarthwork 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
2Excavation in soil in Hilly Area by mechanical means Withoutuseinng Dozer including cutting and trimming of side slopes anddisposing of excavated earth with a lift upto 1.5 m and a lead upto20 m as per Technical Specification Clause 1603.1
3Excavation in hilly area in ordinary rock not requiring blasting bymechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
4Excavation in hilly areas in hard rock requiring blasting, bymechanical means without using Dozer , lift upto 1.5 m anddisposal of excavated rock upto a lead of 20 m as per Clause
5Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip)
6Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed
7Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15
8Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
9Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
10Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
11By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
12WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
13Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15
14Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
15Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
16Cement Concrete PavementConstruction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
17Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58406006
AUTHORITY Government Departments
TENDER VALUE 93.08 Lakhs
LAST DATE 13-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Work Of Helipad Near Ramtal Garden Resort Above Birmau Kandi At Km 90 Of Nh 707 A (Tiuni Chakrata Mussoorie Chamba Kritinagar) Under Chakrata Constituency Of District Dehradun.
Basic Detail
Tender No 2019/18A, Date 28-10-2026
Bidding Type Tender
Location
City Dehradun
State Uttarakhand
Key Dates
Publish Date 05 Nov 2026
Submission Date 13 Nov 2026
Open Date 13 Nov 2026
Finance
Tender Value 93.08 Lakhs
Tender Fee 4720
EMD 1.97 Lakhs
Exemption Not Available
Document List
BOQ_120264.xls
Conditions.pdf
ef69484c-91b1-4dae-b6d7-fb9dadb03fd3.html
Tendernotice_1.pdf

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Tender Timeline

Nov 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Nov 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_120264.xls

pdf

Conditions.pdf

html

ef69484c-91b1-4dae-b6d7-fb9dadb03fd3.html

pdf

Tendernotice_1.pdf

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