Tender For Provision Of Black Top Road To Salvage Disposal Point (Sdp) At Patiala Under Ge (S) Patiala.
Tender Value
44.08 Lakhs
Estimated cost
Bid Submission
13 Oct 2026
16 days left
EMD
88200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Black Top Road To Salvage Disposal Point (Sdp) At Patiala Under Ge (S) Patiala.
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation in soft/ loose soil n,exc ( not exceeding) 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed by Engineer-in-charge |
| 2 | Material and labour for providing, laying,150 mm thick (compacted thickness), granular sub-base by providing close graded material conforming to specifications i.e Grading II, conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision), mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller of capacity 8 to 12 tonne to achieve the desired density, 150 mm thick compacted thickness complete all as specified and as directed by Engineer-in-charge |
| 3 | Material and labour for providing, laying, 250 mm thick (compacted thickness), (in two separate layere125 mm thick each layer) compaction of Wet Mix Macadam conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision), with mechanically crushed graded stone aggregates and granular material (size range 53 mm to 0.075 mm), grading of aggregates as per Table 400-13 of MORT&H Specifications for Road and Bridge Works (Fifth Revision), including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical pave rfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 12 tonne capacity to achieve the desired density, required gradient and camber etc.complete all as specified and as directed by Engineer-in-Charge.Note:(i). The WMM shall be laid in two layers i.e each layer of 125 mm thick (compacted thickness).(ii). For payment purpose, both layers shall be considered as one unit. |
| 4 | Material and labour for preparing existing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from the surface and applying evenly a priming/ tack coat with bitumen grade VG-10 @ 4.00 Kg per ten Sqm complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Material and labour for Providing and laying Premix Bituminous macadam of consolidated thickness 25 mm to 50 mm using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix by mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, all as per Clause 504 MoRTH (5th Rev) complete all as specified and as directed by Engineer-in-Charge.Notes:(i). The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per Cl. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Thapar Insti. of Engg & Tech Patiala/ PEC Chandigarh/Command Test Lab / Maharaja Ranjit Singh Tech University, Bathinda for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Garrison Engineer for approval. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and no adjustment shall be made on plus side.(ii). The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If ther is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. |
| 6 | Material and labour preparing existing black top surface by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from black top surface Applying evenly a premix/tack coat with bitumen grade VG-10 @ 5.0 Kg per ten Sqm complete all as specified and as directed by Engineer-in-charge. |
| 7 | Material and labour for providing and laying premix bituminous concrete 40 mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, all as per Clause 507 MORTH (5th Rev) specification complete all as specified and as directed by Engineer-in-Charge..Notes:(i). The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per Clause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Thapar Institute. of Engg & Tech Patiala/ PEC Chandigarh/ Command Test Lab / Maharaja Ranjit Singh Tech University, Bathinda for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to Garrison Engineer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/kg of binder and no adjustment shall be made on plus side.(ii). Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate.(iii). After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. |
| 8 | (iv) The vintage of the T&P (Hot mix plant/road roller i.e. vibratory roller, static roller, hydraulic roller/paver) should not be more than 10 years except the tippers and shall be approved by GE before date of commencement of the work.(v) The certificate wrt the capacity of the hot mix plant (HMP) shall be 100-120 TPH and the plant shall be electronic operated, batch type and location be intimated and the same shall be approved by GE before date of commencement of the work.(vi) The distance of the HMP shall not be more than 100 KM from the Mil Stn Patiala, Detail of plant to be submitted to GE for approval before date of commencement of the work.(vii) The calibration certificate for HMP shall be submitted by the contractor for approval of GE before date of commencement of the work which should not be more than 6 months old.(viii) The minimum 2 Road roller each (vibrating and static road roller) are required at site before commencement of the work on the ground and the same shall be approved by GE before date of commencement of the work.(ix) Aggregates retrieved from dismantling of existing pavement shall not be used in top carpetting layer. |
| 9 | Material and labour for removing the excavated material n.exc. 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 10 | Material and labour for providing and laying at or near ground level factory made kerb stone (with c tapered or round edge as approved) of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete including embedding in the ground/ all kinds of soil to depths indicated and tamping ground around and also for removing any surplus spoil to a distance n. exc. 50 mtrs complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Supply and fixing road cat eye of dimenions 89-90X101-102x17mm meeting with ASTM and MoR&TH standards with yellow reflector yellow body colour or any other colour as approved and two side Retroreflective Microprismatic tough Polycarbonate lens all as specified. The studs shall be fixed to the road surface using the epoxy/adhesive conforming to IS, as per manufacturers recommendation complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Material and labour for 2.5mm thick road marking thermo plastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg/Sqm ) and glass beads @ 250 gm/Sqm confirming to Cl No. 803.4 of MoRTH in strips of 100/150 mm width on road surfaces complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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