Tender For Construction Of cement concrete Road From Piralutala Ratan Mandal House To Duba Khakshan 22 Haat Kali More Khokshan Gozole, Chaknagar,P.S- Gazole, Dist:- Malda,.(Ch.-0.00M To-900.0 M) (L=900.00M, W=3.75M)
Tender Value
96.52 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
5 days left
EMD
1.93 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of cement concrete Road From Piralutala Ratan Mandal House To Duba Khakshan 22 Haat Kali More Khokshan Gozole, Chaknagar,P.S- Gazole, Dist:- Malda,.(Ch.-0.00M To-900.0 M) (L=900.00M, W=3.75M)
BOQ
| Sl. No. | Item Description |
| 1 | ROAD Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 & 300-1for embankment construction. (Reference to MoRT&H's specification clause 305.3.4). |
| 2 | Construction of Subgrade and Earthen ShouldersConstruction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate. |
| 3 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desire density, complete as per clause 401Rate per cum for grading-III Material. |
| 4 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stagesto proper grade and camber, applying and brooming requisite type ofscreening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404).9A By Manual Means9A(ii) Grading-2 (Table 400-9) 9A (ii)(b) Using Screening (Table 400-10)Type-B (11.2 mm aggregate) |
| 5 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting,finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference toMORT&H's specifications 1500, 1700 &2200).PCC Grade M30Using Concrete Mixer 1) Add 3.5% extra cost as formwork over cost of material.2) Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. |
| 6 | Hard ShoulderProviding, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stagesto proper grade and camber, applying and brooming requisite type ofscreening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404). 9A By Manual Means 9A(i) Grading-1(Table 400-9) 9A (i)(b) Using Screening (Table 400-10) Type-A (13.2 mm aggregate) |
| 7 | CROSS DRAINExcavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304).13(i) Ordinary soil13(i)A Manual Means (Depth upto 3 m) with dewatering |
| 8 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 9 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 10 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H'sspecification 2100).Note Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. |
| 11 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing,curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200).RCC Grade M25 5F(p) Height upto 5mUsing Concrete Mixer 1) Add 10% extra cost as formwork over cost of material. 2) Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hencenot added in rate analysis of cement concrete works. |
| 12 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H'sspecifications 1600 & 2200). |
| 13 | ROAD SAFETY Direction and Place Identification Signs with size more than 0.9 sqmsize BoardProviding and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation withM 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved drawing (Reference to MORT&H's specification 801). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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