Tender For Provn Of Road At Various Locations At Kalimpong Mil Stn Under Ge 867 Ews.
Tender Value
42.40 Lakhs
Estimated cost
Bid Submission
04 Sep 2026
17 days left
EMD
84800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gangtok → sikkim
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Road At Various Locations At Kalimpong Mil Stn Under Ge 867 Ews.
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding 30 cm deep and averaging 27 cm deep and getting out hard / dense soil, complete all as specified and directed. |
| 2 | Rolling and consolidating formation surfaces of road / berms in cutting to required level, gradient and camber with 8 to 12 tonne power mechanical road roller including watering as required in each layer of 75mm(compacted thickness), complete all as specified and directed. |
| 3 | M&L for 100 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone inter stices filled, surface formed and rolled and consolidated to required gradient and camber required using 8 to 12 tonne power mechanical road roller, complete all as specified and directed. |
| 4 | M&L 150 cm thick (Compacted thickness) WBM in two layer (75 mm in each layer) with Granite, trap or Basalt, coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using 8-12 tonne power road roller, complete all as specified and directed. |
| 5 | M&L for preparing unsurfaced / new water bound macadam(WBM) surfaces by brushing with Wire Brushes for removing Caked, Mud, etc., Sweeping with Brooms and finally Fanning the Cleaned Surface with Gunny Bags to remove all loose dirts, etc. and applying evenly a priming/tack coat with bituminous primer of grade 10 Pack (VG-10) @ 10kg per 10 sqm over WBM surfaces, complete all as specified and directed. |
| 6 | M&L for premix bituminous macadam using paving bitumen of grade 30 Pack (VG-30) @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber with 8 to12 tonne power road roller and rolled to a uniform smooth surface (consolidated thickness 75 mm or less), complete all as specified and as directed. |
| 7 | M&L for 40 mm thick consolidated thickness bituminous premixed carpet with 0.54 Cu.m per 10 sqm of stone chipping and mixed with 29.20 kg per 10 sqm of binder using paving bitumen grade 30 Pack (VG-30) laid and rolled with 8 to 12 tonne power road roller and compacted to required camber and gradient, complete all as specified and directed. |
| 8 | M&L for Precast kerb stone with plain cement concrete (1:2:4), type B1 (using 20mm graded crushed stone aggregate) and setting in cement mortar (1:6) as continous edginh for road laid vertically both of road sidecomplete with joints to match, all as specified and directed. |
| 9 | Removal of surplus excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.50m above the starting point, complete all as specified and directed. |
| 10 | M&L for applying thermoplastic road marking paint of approved colour upto 10cm width in edges of road with 2.75 mm or more thickness, applied using mechanically propelled vehicle consisting heated hopper mounted on a pram, which feeds hot molten thermoplastic under gravity to a rectangular screed with a gate at the base whose opening is set to produce the thickness and road marking paint of approved colour confirming to BS 3262-1989, complete all as specified and as directed. |
| 11 | M&L for liquid seal coat by applying paving bitumen of grade 30 (VG-30) @ 9.8 kg per 10 Sqm blinded with 6.3 mm size stone chipping @ 0.09 cum per 10 Sqm and rolled to a uniformed smooth surface by 8 to 12 tonne power road roller, complete all as specified and directed. |
| 12 | Supply and fixing in repair 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 incl MS stud of suitable size as per manufactures instructions and all as specified and directed. |
| 13 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of underground cables etc. or for shafts, wells, cesspits, manholes, pier holes, under groung cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil, all as specified and directed. |
| 14 | M&L for plain cement concrete(1:3:6), type C-1 (20 mm graded stone aggregate) in surface channels and drains, complete all as specified and directed. |
| 15 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or batter Rough finished surface of concrete flat , all as specified and directed. |
| 16 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds mitered / stopped ends etc all as specified and as directed. |
| 17 | Add or deduct for each 25mm girth or part thereof over or under 30 cm girth |
| 18 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4), finished even and smooth (without using extra lime or cement) complete all as specified and directed. |
| 19 | Rough excavation not exceeding 1.5 m deep and getting out in soft / loose soil for excavation slope hill to form made up to GL , complete all as specified and directed. |
| 20 | Excavation in over areas, n exc 1.5 m deep and getting out as in Hard/dense soil complete all as specified and directed. |
| 21 | M&L for plain cement concrete (1:3:6), type C2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and as directed. |
| 22 | M&L for plain cement concrete 1:3:6 , type C-2 (using 40mm graded stone aggregate) as in walls, or retaining wall, any thickness, size or shape including pilasters, complete all as specified and directed. |
| 23 | M & L for boulder for plumb concrete, in retaining wall, plums of Stone boulders ( basalt, trap or any other approved) of size 150mm to 300mm complete all as directed.complete all as specified and as directed. Note : (i) Volume of stone boulders should not exceed 25% of concrete) |
| 24 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface of concrete, all as specified and directed. |
| 25 | M&L for reinforced cement concrete (nominal mix) (1:2:4), type B1 (using 20 mm graded stone aggregate) as in , band, supported on wall, complete all as specified and directed. |
| 26 | M & L for Mild steel bars 10 mm dia and over, cut to length,bent to shape required,including cranking ,bending spirally for hooping for columns,hooking ends and binding with and and including mild steel wire(annealed) not less than 0.9 mm dia or securing with clips. Complete all as specified and directed. |
| 27 | M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. |
| 28 | Use and waste of Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide flat to batter for fair finished surface of concrete, all as specified and directed. |
| 29 | M&L for providing cement concrete (1:3:6), type C-1, (using 20 mm graded aggregate) as in coping /parepet wall/bed plate /Kerb stone etc with plain fair faces including chamfers, weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed. |
| 30 | Supply & fix 75 mm bore PVC (SWR) pipes for weep hole or laid in tranches or in floor including rubber ring joints complete all as specified and directed. |
| 31 | M&L for hand packing using broken stone or boulders (any thickness) at back of retaining wall, back of wall weep holes and raising or lowering to the required level complete all as specified and directed. |
| 32 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in soft/loose soil, all as specified and directed. |
| 33 | Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender document, all drawings & all corrigendum / amendments and general condition of contracts before entry / quoting the rates.Note 2:-The contract sum shall be arrived at after deducting amount of schedule of credit from the total quoted amount. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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