Tender For Upgradation Of Tech Area Under Ge 865 Ews
Tender Value
11.83 Crore
Estimated cost
Bid Submission
21 Oct 2026
13 days left
EMD
9.17 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → ladakh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Tech Area Under Ge 865 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Oct-2026 | Corrigendum 01 | Date | 21-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete/Bituminous surface/PQC in ground floor and paving exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 2 | Excavation over areas, n exc 1.5 m deep and getting out in hard/dense soil. |
| 3 | Rolling and consolidating formation surfaces in cutting Power roller exc 5 tonne and not exc 8 tonne, complete all as specified and directed by GE. |
| 4 | M&L laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified table 400-1of MoRTH specifications for Road and Bridge work 2013 in a single layer over compacted sub grade with natural sand crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materails are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rollling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and bridge works 2013. |
| 5 | M&L laying and compacting 150 mm thick in two layer (compacted thickness in two layers 75mm thick each layer) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for road and bridge works 2013 manufactured in WMM plant material comprising of clean, crushed graded aggregates and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. |
| 6 | M&L providing and laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49 2014 having 7 Days average compressive strength not less than 7 Mpa maximum cement content not less than 140Kg/Cum DLC mixed in batching plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100KN static weight to achieve minimum dry density not less than 98% of maximum dry density, necessary finishing etc complete all as specifed and tolerances to be as per Table 900-1 of MoRTH specification for road and bridge work 2013, complete all as listed, specified & directed by GE, in accordance with Para 20.B.2.6 and 20.B.6 of SSR Part I specification, forming part of tender. |
| 7 | M&L Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm, complete all as specified at Para 11.43.2.2 of SSR Part I specifications and directed by GE. |
| 8 | M&L 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No addiitional amount to be paid for overlap and admissibility of River sand will be approved by GE) |
| 9 | M&L 200 mm thick pavement quality concrete (PQC) of minimum 28 days field flexural strength of 45 Kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregates of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement wtih non-circular, virgin synthetic fibre of 12-16 mm length, specific gravity 1.34 to 1.39 UV stable, alkali resistant with equivalent dia 15-40 micron, minimum melting temperature as 240 degree centigrade and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer, PQC laid, spread and compacted with slip form paver of minimum 7.50 m width, including curing and tinning by Texturing cum curing machine complete all as specifed and directed required surface texturing to be done as specifed in clause 10.1.14 and table 9 of IRC 15-2017 and para 20.B.7 of SSR Part-I |
| 10 | Supply only polyester triangular fibres as secondary reinforcement in all type of concrete and mortar. |
| 11 | M&L forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry daw and subsequent cutting by using diamont bit cutter of appropriate size, straight and smooth edges joint cleaned thoroughly with application of compressed air joints shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. The joint then filled with pre-moulded 25 mm thick compressible polythylene closed cell type filler board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polythylene form backup rod of 30 mm dia, over filler board and filled with polyurethane base sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement acccommodation factor (MAF) of +/-30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed by GE. |
| 12 | M&L Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges joint cleaned thoroughly with application of compressed air, joint shall be made dry vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at and interval of 30minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossedlinked polyethylene form backup rod fo 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane base sealant complying with BS-5212, Bs 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30 having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufactrur complete as specified and directed by GE. |
| 13 | M&L for preparing concrete surface or bituminous surface of road and marking 2.5mm thick centre line, stop lines, dashes, arrow RM etc.and the like n.exc 10 cm wide on road pavement with hot applied thermo plastic road marking paint of approved colour confirming to BS 32621989 with special applicator machine all as per manufactures instruction complete all as specified and directed by GE. |
| 14 | Removing excavated material exc. 500 m but n exc. 1.5 Km and depositing where Directed complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 13 daysOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓
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