Tender For Construction Of Drainage System And Connecting Drain From Unit Loc To Main Road At Mech Inf At Mil Stn Hisar Under Ge Hisar
Tender Value
37.86 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
5 days left
EMD
75720
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Drainage System And Connecting Drain From Unit Loc To Main Road At Mech Inf At Mil Stn Hisar Under Ge Hisar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jul-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 17-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for following points from (A) to (G) to be followed and executed on priorty by the contractor before starting the execution of the work for maintaining proper levels from one point to another (approx area 885 x 0.90m = 796.50 sqm) to meet exact gradient towards the existing drainages. Note- The jobs also include dewatering whereever encountered at site while execution. (A) Site clearence and grubbing - Removal of vegetation, debris, and topsoil to prepare the base for grading. (B) Rough excavation - Earthwork for leveling high spots and rough profiling to the slope. (C) Filling and compacting - Backfilling low areas with suitable excavated or procured earth ( murum) including watering and mechanical compaction. (D) Fine grading and slope profiling - Precision leveling to create the required gradient (slope) for the intended drainage path. (E) Tool and Plant Mobilization and operation of heavy earth moving equipment ( eg JCB, Soil compactor). (F) Site survey and layout marking - Establishing invert levels and layout for the drainage system. (G) All level sheets to be submitted to the Eng-in-Charge before execution of the work complete all as specified and directed. |
| 2 | Demolition/dismantling/cutting of existing road portion along with base/hard core complete and excavation in trenches including , n exc 1.5m wide and n exc 1.5m depth for foudation in soft and loose soil etc. rate including repair the edges of the road with complete treatment (from base to top layer) with smooth finish to match existing road along the sides of the drain/drain grating covers after construction of complete drainage on roads all as specified and directed. |
| 3 | Excavation in trenches, n exc 1.5m wide and n exc 1.5m depth for foudation in soft and loose soil etc all as specified and directed. |
| 4 | M&L for returning filing in including spreading, levelling, watering and well ramming in layers not exc 25cm complete all as specified and directed. |
| 5 | Removing excavated soils to a distance not exceeding 50 m and depositing including spreading, ramming and compacting of the low lying area just near the purposed drainage or connected area or area where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 6 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in foundation filling/mass concrete complete all as specified and directed. |
| 7 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregates) as in surface channels and drains complete all as specified and directed. |
| 8 | M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed. |
| 9 | M&L fly ash bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:4) using old size bricks complete all as specified and directed. |
| 10 | M&L for rendering 15mm thick in CM 1:3 on brick/concrete wall surfaces of any description and finishing the surfaces even and smooth without using exra cement with WPC @ 3% by weight of cement or as per manufacturer instructions complete all as specified and directed. Note-: Water proofing compound (WPC) shall be measured and paid separately |
| 11 | Supply only integral water proofing compound conforming to IS-2465-1975 @ complete all as specified and directed. |
| 12 | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregates) as in coping and bed blocks etc including necessary form work complete all as specified and directed. |
| 13 | M&L for precast cement concrete 1:2:4, type B1 (Using 20mm graded granite stone aggregate) in landings, cover slabs (for drain ) and similar articles with plain faces and set in cement mortar 1:4 complete all as specifed and directed. |
| 14 | M&L mild steel TMT bars 10mm dia and over, 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 specifed and directed. |
| 15 | Use & waste of formwork to rough finished flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. |
| 16 | M&L for reinforced concrete nominal mix Type B1 1:2:4 (20 mm graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 17 | Use and waste of formwork to rough finished flat surfaces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. |
| 18 | M&L for cement concrete nominal mix Type B1 1:2:4 (20 mm graded aggregate) for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attachedpilasters and buttresses complete all as specified and as directed. |
| 19 | Use and waste of formwork to rough finished flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed. |
| 20 | M&L for cement concrete nominal mix Type B1 1:2:4 (20 mm graded aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies , deck slabs and in the shelves and the like and all other similar works complete all as specified and as directed. |
| 21 | S&F 100mm bore heavy duty UPVC SCH - 8 grading pipes as in soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and as directed. |
| 22 | S&F 100 mm bore UPVC Bends Heavy duty (any radius), diminishing pieces or tapers (larger bore measured)complete all as specified and directed |
| 23 | S&F heavy duty grating covers with electro-forged, hot dip galvanized with min thickness of 120 microns and load bearing capacity upto 50 ton conforming to Fe.290.Gde-E-165 over strome drainages crossing roads complete all as specified and as directed. |
| 24 | M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer zinc chrome complete all as specified and directed. INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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