Tender For Provn Of Bituminous Roads, Widening And Improvement Of Existing Road 789Su At Af Stn Bhowali.
Tender Value
77.70 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
22 days left
EMD
1.41 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Bituminous Roads, Widening And Improvement Of Existing Road 789Su At Af Stn Bhowali.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 2 | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc |
| 3 | M&L for Excavation over area n.exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 4 | Removing excavated materials 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 directed. |
| 5 | Rolling and consoliding formation Surface in cutting by 8 to 12 tonne power roller complete all as specified and directed. |
| 6 | M & L for 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 by using motor grader of adequate capacity, 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 with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. |
| 7 | M&L for 150 mm thick (compacted thickness) Wet Mix macadam, laid in two layers of 75mm each layer spread rolled and 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 with sensor paver and rolling with vibratory roller of capacity 80-1OO KN static weight and consolidating to required gradient and camber complete all as specified and directedNote:- The finished surface tolerances to be as per Table900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed |
| 8 | M & L for applying evenly a prming/tack coat with bituminous primer @ 10 kg per 10 sqm with using paving bitumen og grade VG-10 complete all as specified and directed. |
| 9 | M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed.NOTE: -(i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account.(ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only.(iii) Prior the execution of work started the Design mix of bituminous permix asphaltic semi dense concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and also need an approval for the hot mix plant from AGE (I) before prior execution of work. |
| 10 | M&L for bituminous permix asphaltic semi dense concrete 40mm (consolidated average thickness) with 5.5% binder content by (paving bitumen VG-30) weight of total mix rolled and compacted with 8 to 10 tonne capacity power road roller to required camber and gradient complete all as specified and directed. Note :- (i) Premix bituminous asphaltic semi dense concrete shall be obtained from hot mix plant transported from plant to work site and spreading shall be done with mechanical paver only. (ii) Contractor shall quote his rate on the basis of binder as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 45/ per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than as specified in Sch 'A' (iii) Prior the execution of work started the Design mix of bituminous permix asphaltic semi dense concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and also need an approval for the hot mix plant from AGE (I) before prior execution of work. |
| 11 | M & L for Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed. |
| 12 | Supply and fixing in replacement of 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 manufacturer's instructions complete all as specified and directed. |
| 13 | S&F of spring post made out of PU material of dia 80mm and height 800mm provided with reflective sheet fixed with screws, epoxy or other adhesive material complete all as specified and directed. |
| 14 | S&F in replacement of delineator made of MS (Mild Steel) Delinator Post of length 1070mm (approx. 1.0 meter) with edge curve and 3x High Intensity Prismatic (HIP) reflactive tapes for enhanced visibility in bed block (Size-150x150x200mm),1:2:4 type B-0(12.5mm stone aggregate) complete all as specified and directed. |
| 15 | Supply and fixing in replacement of 800mm dia convex mirror for visibility and fixed with 50 dia SS pipe medium grade ISI mark (height of pipe not less than 1.20m from ground level) & embeded in post holes size (200mm x 200mm x 400mm) in PCC 1:3:6 type C-2 (using 40mm grade stone aggregate) & including earth work, excavation and RFR complete all as specified and directed. |
| 16 | S&F super delux quality solar stud of Aluminium body including solar- powered by monocrystal solar panel. One high capacity Ni-Cd rechargable battery Approximate 1000 mtrs LEDs- 010mm, 3 pieces each side and total 6 pieces are used for high brightness of different colours, back up- 12 hours of continous lightening at night complete all as specified and directed. |
| 17 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rocks complete all as specified and directed. |
| 18 | M&L hard core of broken stone of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface etc complete all as specified and directed. |
| 19 | 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 directed. |
| 20 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub-base finished to receive floor treatment etc complete all as specified and directed. |
| 21 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 22 | Excavation over areas n exc 1.50 m depth and getting out soft/disintegrated rock complete all as specified and directed. |
| 23 | M & L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundation filling & mass concreting etc complete all as specified and directed. |
| 24 | M&L for stone walling of random rubble stone masonary, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directed |
| 25 | M & L for Providing PCC bond stone (for stone walling), type B1 1:2:4 (20 mm graded stone aggregate) set in CM 1:4 including deduction for PCC Bond Stone in CM 1:6 complete all as specified and directed. |
| 26 | Extra over stone wallling for hammer dressing to face stones & dressing to face beds and joints as specified at RR walling uncoarsed or brought upto coarse, maximum depression on face from straight edge held against the dressed surface n exc 20 mm complete all as specified and directed. |
| 27 | M&L for PCC type C1, 1:2:4 (20 mm graded stone aggregate) as in coping including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 28 | M& L for raised pointing to RR, uncoarsed or brought upto course stone masonry in CM 1:4 complete all as specified and directed. |
| 29 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/disintegrated rock complete all as specified and directed. |
| 30 | Removing surplus excavated materials (rocks) to a distance exc 250 m but n exc 500 m & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed. |
| 31 | M & L for hand packing (any thickness) broken stone at back of wall and raising (or lowering) to the required level complete all as specified and directed |
| 32 | M&L for High density polythylene pipes (HDPE) 75 mm bore of pipe pressure rating 6Kg/Sqcm laid in retaining walls complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender