Tender For Upgradation Of Husnar X-Ing To Lala Ganpat Rai Cotton Factory At Gidderbaha (Mktodr-08) Rd 0.00-2.32 Km. Proposed Length Rd 0.00-1.70 & 1.90-2.32 = 2.12 Km . Including Maintenance Of Road For 5 Years (One Year Defect Laibility Period + Fou
Tender Value
2.41 Crore
Estimated cost
Bid Submission
24 Aug 2026
3 days left
EMD
4.83 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sri Muktsar Sahib → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Husnar X-Ing To Lala Ganpat Rai Cotton Factory At Gidderbaha (Mktodr-08) Rd 0.00-2.32 Km. Proposed Length Rd 0.00-1.70 & 1.90-2.32 = 2.12 Km . Including Maintenance Of Road For 5 Years (One Year Defect Laibility Period + Four Years Maintenance Period)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Aug-2026 | Regarding Bid submission closing Date | Other | 24-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work tile, masonry or tile lining Dismantling dry brick work |
| 2 | Dismantling concreteDismantling old paver block |
| 3 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters,stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 4 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 5 | Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 6 | Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications |
| 7 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 8 | Wet Mix Macadam Providing, laying, spreading and compactinggraded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 9 | Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 10 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications |
| 11 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications |
| 12 | Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications. NOte: A part from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. e coarse and fine aggregate fro semi dense bituminous concrete shall meet all requirements set forth clause 508 of MORTH Specifications. iiThe final grading for the aggregates required for bituminous concrete confriming to table 500.15 of MORTH specifications shall be determined after getting the semi dense bituminous concrete designed from either CRRI, New Delhi of Punjab PWD Laboratory at Patiala or any other Laboratory arrpved by the chief engineer. after obtaing 60% of the material for the requried grading. The cost of mix design shall be recovered from the contractor. iii. The approved mix shall exhibit the following details, source and location of all material:- iii (a) BInder expressed as percentage by weight of total mix. iii (b) Course expressed as percentage by weight of total mix. iii (c) crushed bajri expressed as percentage by weight of total mix. iii(d) Final aggregate expressed as percentage by weight of total mix. iii(e) A single definite percentage passing each sieve for mixed aggregates. iii(f) Density of semi dense bituminous concrete after compaction will be not less than 2.30 gm/cc. |
| 13 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 14 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350kg per cum and coarse and fine aggregates conforming to IS:383 mixed with compurterized concrete batch mixing plant including carriage by transit mixer including all leads & lifts compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications. |
| 15 | Shuttering for faces of concrete foundations and foundationbeam & plinth beam (vertical or battering) |
| 16 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge |
| 17 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge |
| 18 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement Single Road Gully chamber Size 610mm x 457mm x 800mm |
| 19 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.200mm o/d pipe of 10 Kgf. / sqcm |
| 20 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.250mm o/d pipe of 10 Kgf. / sqcm |
| 21 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 22 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 23 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications |
| 24 | Credit of Old MaterialsBricks |
| 25 | Credit of Old MaterialsBricks Bats |
| 26 | Credit of surplus earth obtained from cutting |
| 27 | Culture cess |
| 28 | Routine Maintenance Work - Periodical Repair / Surfacing of Husnar x-ing to Lala Ganpat Rai Cotton Factory at Gidderbaha (MKTODR-08) RD 0.00-2.32 km. Proposed Length RD 0.00-2.32 = 2.32 km . Including maintenance of road for 5 years (one year Defect Laibility Period + Four years maintenance period) Add 2nd Year Maintenance cost |
| 29 | Add 3rd Year Maintenance cost |
| 30 | Add 4th Year Maintenance cost |
| 31 | Add 5th Year Maintenance cost Note:- 1. For the routine maintenance of roads, there is Lump Sum provision for each year of maintenance. The payments will be based on satisfactory performance of routine maintenance activities.2. Routine maintenance for four year (2nd to 5th Year) is a fixed amount. Contractor will quote his rate (percentage) below or above only for construction/upgradation cost i.e. part-I of BOQ. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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