Military Engineer Services-MES has published Special Repairs To Roads And Allied Works Of Certain Unit And Provn Of Certain Road At Kalimpong Mil Stn Under Ge 867 Ews. Submission Date for this Tender is 29-10-2022. Road Work Tenders in kalimpong West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | M & L for scarifying or picking gravelled,macadam or bituminous macadam surfaces in area not exc400 sqm and deep of exc 50 mm and n exc 100 mmfor removing n exc 50 metres and stacking complete all as specified and as directed. |
| 2 | M&L repair to potholes ofdepth of potholes exc 30 mm and not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat using paving bitumen VG-10 @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder using paving bitumen (VG-30) 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) using 8-12 tonne power road roller laid in required gradient and camber complete all as specified and directed. |
| 3 | M&Lpremix bituminous,macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen (VG-30) as binder content complete all as specified and as directed.(Note:-(a) Preparation of surface and priming/tack coat shall be measured and paid separately. (b) Seal coat or wearing coat shall be measured and paid separately. (c) The unit rates are worked out on the basis of binder content of 4% by weight of total mix. Any addition or deduction in binder content used,financial effect shall be adjusted proportionately as per instruction given in SSR Part-II.Any addition or deduction shall be determined through BOO by GE). |
| 4 | M & L for preparing black top 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 dirt etc. and applying evenly a priming/tack coat@ 5kg per 10sqm using paving bitumen VG-10 complete all as specified and as directed. |
| 5 | M&L for bituminous premixed carpet,4cm consolidated thickness,with 0.54 cu.m. of stone chippings mixed with 29.2 kg of binder (using paving bitumen VG-30),laid androlled with 8 to 10 tonne power road roller and compacted to required camber and gradient complete all as specified and directed. |
| 6 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 7 | 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 incl MS stud of suitable size as per manufactures instructions. |
| 8 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 9 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and as directed.(Note:- Add or deduct for each 25 mm girth or part thereof over or under 30cm shall be considered at the time of measurement in MB). |
| 10 | Material and labour for cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channels and drain complete all as specified and directed. |
| 11 | M&L preparing unsurfaced water bound macadam 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 dirt etc. and applying evenly a priming/tack coat@ 10kg per 10sqm using paving bitumen VG-10 complete all as specified and as directed. |
| 12 | M&L for preparing bituminous surfaces of road and making 2.5mm thick centre lines,stop lines ,dashes,arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instructioncomplete all as specified and directed. |
| 13 | M&Lpremix bituminous,macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen (VG-30) as binder content complete all as specified and as directed.(Note:-(a) Preparation of surface and priming/tack coat shall be measured and paid separately. (b) Seal coat or wearing coat shall be measured and paid separately. (c) The unit rates are worked out on the basis of binder content of 4% by weight of total mix. Any deduction in binder content used,financial effect shall be adjusted proportionately as per instruction given in SSR Part-II.Anydeduction shall be determined through BOO by GE.Variation on plus side shall not be paid extra to contractor.) |
| 14 | M & L7.5cm thick (compacted thickness) WBM, with coarse aggregates of limestone,sand stone,flint or quartzite of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated to gradient and camberusing 8 to 12 tonne power mechanical roller complete all as specified and directed. |
| 15 | M & L7.5cm thick (compacted thickness) WBM, with coarse aggregates of limestone,sand stone,flint or quartzite of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated to gradient and camberusing 8 to 12 tonne power mechanical roller "except materials "complete all as specified and directed. |
| 16 | M&L premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of paving bitumen VG-10, applied and rolled to a uniform smooth surface using 8 to 12 tonne power mechanical roller complete all as specified and directed. |
| 17 | Demolition concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 18 | Material and labour for Cement concrete Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 19 | Material and labour for pre-cast cement Type C1 1:3:6 (20mm graded aggregate) concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4,including demolition brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 20 | Material and labour for 300mm bore of reinforced concrete pipes, class NP3, laid and jointed complete with collars including demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed. |
| 21 | Rendering 10mm thick cement mortar on fair faces of brick work or concrete surfaces on external wall finished even complete all as specified and directed. |
| 22 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft /loose soil complete all as specified as directed. |
| 23 | Removing excavated material(soil) exc. 250 m but n exc. 500 m and depositing where directed |
| 24 | Rolling and consolidating formation surfaces in cutting to required level,gradient or camber using power roller exc. 8tonne and n exc. 12 tonne capacity including watering as necessary complete all as specified and directed. |
| 25 | Material and labour 100mm spread thickness for soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed |
| 26 | Material and labour for 15cm thick (compacted thickness) in two layers (75mm each) WBM, with coarse aggregates of limestone, sand stone, flint or quartzite 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 power roller exc.8 tonne and n exc. 12 tonne capacity including watering as necessary all as specified and as directed. |
| 27 | Material and labour for providing precast cement concrete Type B1 1:2:4(20mm graded crushed stone aggregate) in window or door cills, lintels,bressumers, steps,quoin blocks (for use with masonry),string courses,copings.kneelers, apex stones, pier caps, columns, posts,boundary pillars,bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:4 complete with joints to match all as specified and directed. |
| 28 | Excavating in post holes in soft/loose soil(or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and removing excavated material(soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and making good surface complete all as specified and as directed. |
| 29 | S & F hand rails, half round or other steel section or core for wooden hand-rail straight portion,drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 complete all as specifed |
| 30 | Fixing only chian link fencing including line wires, any mesh, size and type to any type of standareds, rails, straining bolts etc, including provision of binding wire completeall as specified and as directed. |
| 31 | S&F galvanised 2 stand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standards rails straining bolts,including securing or typing at crossing with and provision of galvanished mild steel wire, stapled or steel pins, etc (each line of wire to be measured) completeall as specified and as directed. |
| 32 | Supply only chain link fencing MS galvanised fencing 75 x 75 mm mesh and not less than 4mm diacompleteall as specified and as directed.(Note:- Unit weight of chain link fancing shall be ascertained by BOO before measurement taken into MB for payment.BOO shall be convenedby GE 867 EWS .) |
| 33 | S & F of mild steel screw bolts(Machine made) with hexagonal or square heads at one end and scred theothers or screw ends each screwed end to be fittedwithwashers and one hexagonal or square nuts 5 to 10 mm dia of neck, not exceeding 5 cm long completeall as specified and as directed. |
| 34 | M & L for MS round bar, 10mm dia, conforming to Fe 290-0 Gde E-165 as in line wire to chain link fencingcompleteall as specified and as directed. |
| 35 | M & L for preparing new steel surfaces of any descripation exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer completeall as specified and as directed. |
| 36 | M & L for preparing new steel surfaces of any descripation not exceeding 10cm width or girth and applying, two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer completeall as specified and as directed. |
| 37 | Material and labour for providing precast cement concrete Type C11:3:6(20 mm graded crushed aggregate)CAST-IN-SITU in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and directed. |
| 38 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out Soft/loose soil complete all as specified and directed. |
| 39 | Removing excavated material(soil)n exc. 50m and where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 40 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished flat surfaces complete all as specified and as directed. |
| 41 | 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. |
| 42 | Note 1:- (Applicable for all parts/items) : The biidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and general condition of contracts before entry/quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading ofincorrect/ pre-revised BOQ shall be treated as non bonafide and rejected. |
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