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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-Finance | ₹11.9 L | L1 | Accepted-Finance Quoted lowest rate |
| 2 | L2₹12.0 LRejected-Finance RAJDHARPARA G P | HOWRAH | WEST BENGAL | 711101 | ₹12.0 L | L2 | Rejected-Finance Unsuccessful bidder |
| 3 | L3₹12.0 LRejected-Finance CHATHAT DARJEELING | ₹12.0 L | L3 | Rejected-Finance Unsuccessful bidder |
Tender Value
₹12.0 L
EMD Value
₹23,928
Closing Date
22 Jan 2026, 11:25 amClosed
Disrict Engineer, SMP
SILIGURI MAHAKUMA PARISHAD 3, HAREN MUKHERJEE ROAD, HAKIMPARA NEAR KANCHANJUNGHA STADIUM, SILIGURI-734001
Construction of Bituminous road (600x3mt) from Bhojnarayan TE factory to Tutha Pakri with in Hetmuri Singhijhora GP under Phansidewa Development Block.
2026_ZPHD_984942_6
34-DE/SMP/2025-26
Open Tender
CIVIL WORKS
60 days
Hetmuri Singhijhora GP under Phansidewa Developmen
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹23,928
Yes
4 Jun 2026
7 Jan 2026
27 Jan 2026
8 Jan 2026
22 Jan 2026
8 Jan 2026
Item No-4.05/Page no-242:: Maintain Sub-Base Course:- Supplying, spreading and compacting RBM to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, arricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
Item No-4.11 /Page no-245:: Water Bound Macadam Base Course:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H .
Item No-5.01 /Page no-247:: Prime Coat:-Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Item No-5.02 (i) /Page no-251:: Tack Coat:-Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Item No-5.11/Page no-253:: Premix Carpet:-Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
Non Schedule Item:- Included As per Vide Memo no.351/PRD-48099/6/2024-ISGPP SEC(PRD)-Dept.of PRD, Dated-02.05.2025 of the Special Secretary, P&RD Department and Programme Director, ISGPP Cell.Waste Plastic @ 8% by the weight of total Bitumen content Bitumen consumption for 20 mm Premix carpet is 1.46 Kg per Sqm. [Subject to condition (Mandatory) Waste Plastic Collect from Ghoshpukur GP, Central Plastic Waste Managment unit under Siliguri Mahakuma Parishad].
Item No-5.13 (B) /Page no-254::Seal Coat :-Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
SOR-2018, ROAD & BRIDGE WORK_Item No-8.07/Page no-270::SOR-2018, ROAD & BRIDGE WORK_Item No-8.07/Page no-270:: Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.)
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