Tender For Providing Of Retaining Wall Along Bldg No 2Gl And 21 Gl At Dagshai Under Ge Kasauli (Phase-Iii)
Tender Value
3.96 Crore
Estimated cost
Bid Submission
29 Sep 2026
7 days left
EMD
4.71 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solan → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Retaining Wall Along Bldg No 2Gl And 21 Gl At Dagshai Under Ge Kasauli (Phase-Iii)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Sep-2026 | CORRIGENDUM NO 03 | BOQ | 29-Sep-2026 |
| 2 | 19-Sep-2026 | CORRIGENDUM NO 03 | Date | 29-Sep-2026 |
| 3 | 15-Sep-2026 | CORRIGENDUM NO 02 | Date | 26-Sep-2026 |
| 4 | 15-Sep-2026 | CORRIGENDUM NO 02 | Date | 26-Sep-2026 |
| 5 | 10-Sep-2026 | CORRIGENDUM NO 01 | Date | 22-Sep-2026 |
| 6 | 10-Sep-2026 | CORRIGENDUM NO 01 | Date | 22-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas, not exceeding 1.5 m deep and getting out as in soft/ disintegrated rock complete all as specified and as directed. |
| 2 | M & L plain cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 3 | M&L reinforced cement concrete of grade M-30 (design mix) as in foundation bases for columns and mass concrete etc complete all as specified and directed.Note : Injection grouting shall be insured at each construction joint. |
| 4 | M&L reinforced cement concrete of grade M-30 (design mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 5 | Use and waste form work to sides of concrete foundation, footings, bases of columns, raft and raft beams and soffits (if any) of foundation and similar work, vertical or to batter, to achieve flat rough finished surface of concrete complete all as specified and as directed. |
| 6 | Use and waste form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter to achieve fair finished surface to flat concrete surface complete all as specified and directed. |
| 7 | S&F PVC (SWR) pipe, 110 mm bore, single socketed, in any length with rubber ring joints including cutting in pieces as per requirement and fixed into retaining walls and the like as in weep holes complete all as specified and as directed. |
| 8 | M&L for steel deformed bars (TMT bars) 10mm dia and over in reinforcement for concrete, cut to length, bent to required shape 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. |
| 9 | M&L Hand packing 40 to 80 mm size broken stone boulders at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed. |
| 10 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed. |
| 11 | Removing excavated material exceeding 1000 metre but not exceeding 1500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed. |
| 12 | M&L for Geocomposite membrane at location (back side) of weepholes complete all as specified and as directed. |
| 13 | M&L for drilling and grouting of 32 mm dia Self Drilling Anchor (SDA) nails (6.0m length & 10m length) and 01 Nos.hexagonal bolt and 01xwashe at end of each SDA Bolt, including all materials, labour, and equipment as per approved drawings and specifications complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Supply of a three dimensional erosion control mat made of polypropylene polymer of minimum mass per unit area 420 gm /sq.m extruded on to a mechanically woven double twisted hexagonal shaped steel wire mesh (as per EN 10223-3) with a minimum longitudinal tensile strength of 75 kN/m and punch resistance of 80kN conforming to test procedures as defined in IS/ISO 17746, composed of straight longitudinal wire ropes interlaced during manufacturing of minimum 8mm dia. and steel wire mesh having mesh opening shall not be more than 125mm, steel wire and wire ropes shall be heavily Zn+5% AI class A coated having minimum 25 years of life for medium aggressive environmental level (C3) as per Annex A of IS / ISO 17746 and CE certified, including fixing of U pins of 8mm diameter of typical depth 500mm at 1m c/c spacing, including top/bottom support ropes, lacing required to connect the nets and all accessories such as Laplinks, U-clamps, thimbles, including safety, all other ancillary works, material, machinery, labour, etc. complete with all leads and lifts (Equivalent or Higher specifications product will Technically Evaluated and accepted) and testing procedures conforming to IRC HRB Special Report 23 complete all as specified and as directed . |
| 15 | Supplying of 3D Reinforced Geocomposite made of polypropylene polymer made three dimenional matrix of minimum mass per unit area 450 grams/sqm extruded onto a mechanically woven double twisted hexagonal shaped steel wire mesh of mesh wire dia. 2.2mm and Mesh type 6 x 8 having Zn coating as per EN 10244-2, the composite shall have a combined mass per unit area equal or more than 1680 Grams/Sq.m and nominal thickness more than 10mm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc.complete and as directed. |
| 16 | S&F PVC (SWR) pipe, 50 mm bore, single socketed, in any length with rubber ring joints including cutting in pieces as per requirement and fixed into retaining walls and the like as in weep holes complete all as specified and as directed. |
| 17 | S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes using steel conforming to Fe-410W (Gde E-250) quality A complete all as specified and as directed. |
| 18 | M & L Plain Cement Concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) in surface channels and drains complete all as specified and directed. |
| 19 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 days
Sep 29, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 days
Sep 26, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Sep 26, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Sep 22, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Today
Sep 22, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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