Tender For Repair To Retaining Wall At Mil Stn Nahan Under Ge Chandigarh.
Tender Value
48.50 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
12 days left
EMD
97000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Retaining Wall At Mil Stn Nahan Under Ge Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 4 | Rough excavation not exceeding 1.5mtr wide, exceeding 1.5 mtr depth and n exc 3.00 mtr in depth getting out, in any type of soil as directed by Engineer-in-Charge cesspit etc and getting out complete all as specified and directed. |
| 5 | Excavation over areas, in any type of soil, not exceeding 1.5 mtr deep and getting out in any type of soil as directed by Engineer-in-Charge complete all as specified and directed. |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil complete, all as specified and directed by Engineer-in-Charge. |
| 7 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 8 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge. |
| 9 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 in retaining walls,abutments and similar works except stones complete all as specified and directed by Engineer-in-Charge. |
| 10 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 11 | Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 12 | Providing, cement concrete PCC 1:2:4 type B-1 (using 20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs stone, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary formwork, complete all as specified and directed by Engineer-in-Charge. |
| 13 | Providing, cement concrete PCC 1:3:6 type B-1 (using 20mm graded aggregate) as in bond stone and the like including weathering, slightly rounded or chamfered angles and throating and necessary formwork, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Plain cement concrete 1:3:6 type C-1 using 20 mm graded mechanically crushed stone aggregate as in surface channels and drains including necessary use and waste of form work complete all as specified and directed |
| 15 | Extra for forming fair finished drains or channels n exc 100 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends complete all as specified and directed. |
| 16 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 17 | Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 18 | Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 19 | Use & waste of formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 20 | TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, 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 by Engineer-in-Charge. |
| 21 | 80mm thick non skid prepolished machine pressed precast concrete ( M-40 grade) interlocking paver block, Glossy finish on top manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment(Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed. Note :- Paver block with grey cement and no pigment will not be considered as coloured paver block |
| 22 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge. |
| 23 | Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 24 | Preparation of new or previously untreated steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 25 | 110 mm bore, PVC (SWR) pipes with pressure rating not less than 6 Kg/sqcm single socketed, in any length complete all as specified and directed by Engineer-in-Charge. |
| 26 | Providing and fixing MS perforated/slotted pipe 200mm dia complete all as specified and directed by Engineer-in-Charge. |
| 27 | Supply & laying of drainage composite for use behind walls between two different fills alongside drains of road below concrete lining of canals etc. having thermobonding a draining core-HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethlene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 KN/M that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L/ (m.s) at hydraulic gradient of 1.0 & 230 KPA pressure and tensile strength of 13.5 KN/M with mass per area of 830 gsm at easily accessible location including top and bottom with all leads and lifts manpower and machinery, matrials, labour etc. complete all as specified and directed. |
| 28 | Broken stone or boulders hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level etc complete all as specified and directed by Engineer-in-charge. |
| 29 | Providing & making GABION structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014:2012, MORTH clause 2500 of rquired size, mesh type 10 x 12 (D=100 mm with tolerance of ± 2%) zinc+PVC coated, mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1mtr interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of gabion boxes, filled with boulders with least dimension of 200mm as per drawing all complete as per directions of Engineer-in-Charge.Note: Rate include gabion wire boxes and stone etc. |
| 30 | Providing assembling and erecting a single-sided metal W-beam crash barrier system conforming to MORTH (Ministry of Roads Transport and Highways) clause 811 specifications. The system consists of a 3.0 mm thick cold-rolled corrugated steel \\"W\\" profile rail, mounted on heavy structural steel channel/ spacer posts spaced at 2.0 meter centers, embedded securely in concrete foundations. All steel components (beams, posts and spacers) shall be hot-dip galvanized to provide a minimum uniform zinc coating mass of 550 g/m². The item includes all necessary high-tensile fasteners (M16) anchorage, fish-tail/ buried end-terminals and retroreflective delineators. Installation must be complete true to line, grade and level as per directed by Engineer-in-charge rate including all material, manpower and machinery fr ercting crash barrier including RCC.Technical specfications are under:- |
| 31 | DETAILED TECHNICAL SPECIFICATION BREAKDOWN.A. Material grades & profile dimension1) W-beam rail steel : high-tensile structural steel conforming strictly to IS 2062 Grade Fe 410/ Fe 510 or IS 5986.2) W-beam sheet thickness: 3.0mm base metal thickness (nominal) as per code.3) Beam profile dimension: 4318 mm total length (4000mm effective center-to-center installation length) x 311/ 312mm total profile width x 81/ 83 mm corrugation depth.4) Vertical post & spacer blocks: Manufactured from heavy-duty structural steel channel sections (C-channel, Sigma or ISMC profile) with a minimum flange/ web thickness of 4.5 mm to 5.0mm.B. Anti-corrosion Tratment (galvanization)1) Standard compliance: hot-dip glavanization conforming strictly to IS 2629/ IS 4759/ ISO 1461 guidelines.2) Zinc Coating Mass: Minimum uniform zinc deposition of 550 g/m² to 600 g/m² across all exposed steel surface to ensure reliable atmospheric corrosion resistance.C. Installation Geometry & Foundation.1) Mounting height: The top edge of the W-beam rail profile must sit strictly between 750 mm above the finished road crown or immediate ground level.2)Post spacing: Standard structural spacing maintained at 2.0 meters center (reduced down to 1.0 meter on sharp curves or critical high-risk buffer zones).3) Post Embedment depth : Vertical posts shall stand approximately 1.80 meters total height with a minimum of 1.10 meters driven mechanically or cast firmly below the ground level line in soft soil/ dense soil.4) Foundation block : Cast-in-Situ reinforced concrete foundations using M25 grade concrete standard foundation structural block size is 500mm x 500mm x 1000 mm depth per vertical post.D. Fasteners & safety Appurtenances.1) Bolts, nuts & washers: High-strength M16 button head or hexagonal safty fasteners conforming to IS 1367/ IS 1364 thoroughly hot-dip galvanized.2) End-Terminal treatments: Anchored end sections or standard fish-tail terminal units at transition/ termination points to effectively negate vehicle spearing hazards.3) Visibility enhancements: Inclusion of high-retroreflectivity (Type IV, class-B or equivalent) guardrail reflector delineators securely. |
| 32 | Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 50000.00 shall be deducted from the total amount arrived. |
| 33 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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