Tender For Construction Of 1.Drain From Paran Sardar House To Pachkori Mandal House,2. cement concrete Road With High Drain From Santosh Sarkar House To Sonali Chakraborty House,Via Jharna Sutradhar House To Adhir Ghosh House At Old Malda Municipalit
Tender Value
35.09 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
0 days left
EMD
70193
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 1.Drain From Paran Sardar House To Pachkori Mandal House,2. cement concrete Road With High Drain From Santosh Sarkar House To Sonali Chakraborty House,Via Jharna Sutradhar House To Adhir Ghosh House At Old Malda Municipality Under Old Malda Block In The District Of Malda. (Road Length 210.00 M , Width 3.05M, Drain Length 210M,Size 600.00Mmx600.00Mm).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Nov-2026 | Date Corrigendum for NIe-T- 73/2026-27 (Sl. No. 19) | Date | 13-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated location sand disposal of dismantled materials upto a lead of 1000 metres, stackingserviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) |
| 2 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 3 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)3(II) By Mechanical Means3(II)(A) In area of light jungle |
| 4 | 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). |
| 5 | Construction of Embankment with Material obtained from Borrow pitsConstruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(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. |
| 6 | 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. |
| 7 | 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) |
| 8 | 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. |
| 9 | 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. |
| 10 | 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 |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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). |
| 15 | ROAD FURNITUREDirection 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, fixedover aluminium sheeting, 2 mm thick with area exceeding 0.9 sqmsupported 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
Nov 01, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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