Himalayan Mountaineering Institute Tender
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The Himalayan Mountaineering Institute has issued a formal invitation for competitive bids for Construction Of Road From Rear Gate To Hmi Premises Including Protection/retaining Walll Under Hmi Darjeeling in Darjeeling, West Bengal, with an estimated contract value of Rs. 39,74,508. The bid opening date for this tender is 18-11-2019 and the last date for bid submission is 09-12-2019. Interested bidders for Himalayan Mountaineering Institute tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Himalayan Mountaineering Institute Tender
Opening Date18 Nov 2019
Closing Date9 Dec 2019
Tender Amount₹ 39,74,508
Costs
EMD
₹ 1,15,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HMI_253354_1Bid Award Id
ViewTender No
HMI/RNM/CONTRACT/19/19-20Tender Authority
Himalayan Mountaineering Institute ViewPurchaser Address
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Documents
BOQ Items
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
530
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Stone square box drain 30cm x 60cm with hard dressed stone including cost cement concrete, plastering and NCP cost & carriage of all materials to worksite.
130
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Construction of 'V' type drain 60 cm wide and 30 cm deep with 150mm to 230mm thick dressed stone laid on edge including cement concrete,plstering and NCP cost & carriage of all materials to worksite.
175
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Construction of RCC Hume Pipe of span 600 mm complete all as per detailed estimate enclosed.
1
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Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, step etc complete all as specified and as directed by Engineer-in-Charge.
20
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Material and Labour for Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
510
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Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.
58
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Material and labour for painting lines, dashes arrows, letters etc on roads, pavements etc exc 10cm wide with thermoplastic paint white or golden ellow strip having min thickness 2mm with applicator machine, including preparation of surface all as directed.
110
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Dismantling of stone sett paving of any description or thickness laid dry or laid dry and pointed complete all as specified and as directed by Engineer-in-Charge.
55
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Tack Coat : Providing and applying 0.20 to 0.30 Kg per Sqm tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1400
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Material and Labour for Excavation for Structures Earth work an all sorts of soils excluding marshy soil and rocks (soft or hard) by manual means upto 3 m depth in excavation of foundation of structures for plum concrete wall as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
120
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Removing mud, mortar from and cleaning of stones, obtained from masonry of any description (except ashlar facings and dressed stone work) and stone setts from pavings, stacking for measurement including all extra handling and removal and disposing of rubbish complete all as specified and as directed by Engineer-in-Charge.
33
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Construction of RCC Slab Culvert of Span 1.5 mtr complete all as per detailed estimate enclosed.
1
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Water Bound Macadam Sub Base : Material and Labour for 75 mm thick laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub Base (Grading II Aggregate size 53 mm to 22.4 mm) (Using Stone Screening Type B 11.2 mm) specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
105
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Seal Coat : Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder on thoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1400
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Excavation over areas n exc 1.50 m deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.
375
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Water Bound Macadam Sub Base : 75 mm thick Water Bound Macadam Sub Base, Grading-I Aggregate (63 mm to 45 mm) (Using Stone Screening Type B 11.2 mm) by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
105
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Removing excavated material (Soft/disintegrated rock) exceeding 50M and upto 250M & depositing whereas directed at a level not exceeding 1.5M above the starting point.
375
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Material and Labour for removing of tree root (Girth of tree exc 300 cm) over the ground and levelling off ground, stacking of serviceable materials and removing of unserviceable materials to a distance not exceeding 50 m and clearing site complete all as specified and as directed by Engineer-in-Charge.
1
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Primer Coat : Providing and applying @ 0.70 - 1.00 Kg/- Sqm primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 for WBM/WMM Surface and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1400
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