Tender For Road Widening From Headquater 98 Armoured Brigade Complex To Kulwant Singh Enclave 1 Mech Chowk Main Road At Patiala Mil Stn Under Ge (N) Patiala
Tender Value
38.20 Lakhs
Estimated cost
Bid Submission
25 Aug 2026
0 days left
EMD
76400
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 Road Widening From Headquater 98 Armoured Brigade Complex To Kulwant Singh Enclave 1 Mech Chowk Main Road At Patiala Mil Stn Under Ge (N) Patiala
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling interlocking paver /tiles any size and description including sand cusioning and removing the debris out of MD land complete all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of cement concrete un-reinforced in ground floors and pavings n.exc 15cm thickness including removing the debris out of MD land complete all as specified and as directed by Engineer-in-charge. |
| 3 | Material and labour for surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge. |
| 4 | Material and labour for spreading, levelling excavated soil in layers n exc. 25 cm thick, well ramming including watering as required complete all as specified and as directed by Engineer-in-charge.Note : Excavated soill will be used for filling side of roads as direcred by Engineer-in-charge |
| 5 | Material and labour for removing surplus excavated soil not exceeding 50 m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-charge. |
| 6 | Material and labour for rolling and consolidation formation (cutting or filling) of road and berms to required gradient and camber using 8 to 12 tonne power roller including filling in depression which occur during rolling complete all as specified and as directed by Engineer-in-charge. |
| 7 | Material and labour for providing,laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade manually, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-charge .Note:- In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. |
| 8 | Material and labour for providing, laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading manually and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradient and camber complete all as specified and as directed by Engineer-in-charge.Notes:-(i) The finished surface tolerances shall be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. (II) In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. |
| 9 | Material and labour for preparing of unsurfaced wet mix macadam 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 surface complete all as specified and as directed by Engineer-in-charge. |
| 10 | Material and labour for applying evenly a premix /tack coat with bituminous primer using paving bitumen VG-10 @10.00 Kg per ten Sqm with machanical spray complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material and labour for providing and laying Premix Bituminous macadam of consolidated thickness 50mm, using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix, 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, rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification complete all as specified and as directed by Engineer-in-Charge Notes : 1.The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per CI. 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 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.2. 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. |
| 12 | Material and labour for preparing 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 surface, Applying evenly a premix /tack coat with bituminous primer using paving bitumen VG-10 grade )@ 5.0 Kg per ten Sqm complete all as specified and as directed by Engineer-in-charge. |
| 13 | Material and labour for providing and laying Premix Bituminous concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and mixing the crushed aggregates of grading 2 with 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, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and as directed by Engineer-in-Charge. |
| 14 | Notes:- (i). The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC 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 @ 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. |
| 15 | (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. |
| 16 | Material and labour for providing and laying at or near ground level factory made kerb stone 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 all as specified and as directed by Engineer-in-charge. |
| 17 | Material and labour for manufacturing, supplying and fixing retroreflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete all as specified and as directed by Engineer-in-charge. |
| 18 | Material and labour for preparing bituminous surfaces of road and applying road marking paint 2.5 mm thick width n exc. 15 cm with hot applied thermoplastic road marking paint like stop lines, dashes, arrows etc of approved colour conforming to BS 3262-1989 with 20% glass beads (intermixed) spread and laid by automatic mechanical machine engine at approx temprature of 160 degree celcius with special applicator machine all as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge. |
| 19 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and as directed by Engineer-in-charge.. |
| 20 | Supply and fixing solar aluminum alloy stud shall (100% water proofing design) of size 125mm x 125mm x 20mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-Mh rechargeable battery (1.2V/ 1600MA) completed as per manufactures instructions etc. complete all as specified and as directed by Engineer-in-charge. |
| 21 | Supply and fixing swift rubber strip of dimenssion 500mm x 100mm x 15mm minimum load bearing capacity : 60 Tons of colour yellow / black conbination fixed on roads with adhesive and Zinc plated nails as recommended by the manufacturers .complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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