Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 3,77,20,000
Costs
EMD
₹ 4,52,200Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688396_1Tender No
CELZ/LKO/T-18 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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ROAD ALONG SECURITY WALL
Rolling and consolidating formation surfaces in cutting by power roller exc 8 tonne & n.exc 12 tonne complete all as specified and directed.
1825
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M&L for Soling (or sub base) 150 mm thick (spread thickness) or quarried stones, gran-ite trap or basalt interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
1825
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M&L for WBM 15 cm thick (compacted thickness) in two layers of 7.5 cm each with coarse aggregate of granite, trap or basalt of grading 2(63 to 40 mm size) for first layer & grading 3(50 to 20mm size) for second layer, spread, rolled & consolidated to gradient and camber as required complete all as specified and directed.
1825
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M&L for preparing of water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to re-move all loose dirt/dust etc and applying evenly a priming/tack coat with bituminous primer of paving bitumen VG-10 @ 10.00 Kg per 10 Sqm of road surface and providing premixed semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix (using paving bitumen VG-30 grade), mix in hot mix plant using design mix laid with self propelled mechanical pavers rolled with 8 to 12 tone power roller to re-quired complete all as soecified and directed.
Note: Bituminous premixed shall be mixed in hot mix plant and premixed carpet shall be mixed in hot mix plant and premixed carpet shall be laid in single layer with self propelled mechanical pavers (SPMP) complete all as specified and directed.
1789
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Providing and laying at or near ground level factory made kerb stone of size 300mm x300mm x100 mm of M-25 grade cement concrete in position to the required line, level and curva-ture, jointed with cement mortar 1:4 (1 cement: 4 coarse sand), including making joints with or without grooves (thick-ness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed.
300
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M&L for 75 mm average thickness moorum/ red bajri for berms complete all as specified and directed.
1000
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M & L for preparing black top surface of road and applying thermo plastic paint on marking of 2.5 mm thicksingle coat a center line, stop line, side line etc on roads as per IRC pattern. Road marking of not exceeding 100 mm wide using hot mark thermoplastiv paint hot application) white or yellow by indineous modem propelled road marking machine as directed including all ingredient such as binder, glass bends, titenium dioxide, calcium carbonate, inter fillets etc. Thermoplastic requirment for glass bends shall be cofirming to BS-6086 of MORTH specification including spraying of glass bends etc. as per IRC-35 with and including traffic diversion arrangement complete all as specified and directed.
1000
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S & F Round pipe delineators with acrylic reflectors of make 'ROAD STAR' (Gogia Plastics) model No/ Cat part No GRD-100P including fixing complete all as specified and directed.
500
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Supply & fixing of Stimsonite Model C-80 'Cat Eye' in size of width not exceeding 130mm and height not exceeding 20mm made of strong engineering high impact resistant polymer with electronic welded lenses for retro reflective in dry and wet weather condition with bituminous adhesive along the road complete all as specified and directed.
500
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S &F solar road stud made up of aluminium alloy and PC of size 132(L)x122(W)x32(H) mm , 6 leds (3 Nos on each side) installed with epoxy fix of approved quility and water proof grade should -IP67 coplete all as specified and directed.
100
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M&L 150 mm thick Cement concrete work with RMC in pavement/hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic meter including necessary formwork, complete all as specified and directed.
55
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M&L Polythene film 50micron of black colour laid in floors complete all as specified and directed.
365
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M & L for Sand cushioning 25 mm thick for interlocking paver block including spreading watering and consolidation complete all as specified and directed. Note: - Only punned thickness shall be measured and paid.
9.15
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M&L for construction joint 150mm deep & 12mm thick expension joint filled with preformed bituminous filler & top 30 mm primed & sealed with sealing compound grade - A including necessary cutting of PQC as required complete all as specified and directed.
2
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M&L for construction of forming construction (dummy) joint 65mm deep & 10mm wide filled with cealing compound grade - A including necessary cutting of PQC as required complete all as specified and directed.
12
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M&L for construction of forming construction joint 30mm deep & 10mm wide filled with sealing compound grade - A including necessary cutting of PQC as required complete all as specified and directed.
10
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M&L finishing surface of concrete roads, pavements, by brooming complete all as specified and directed.
365
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INTERLOCKING PAVER BLOCK
M&L for hard core of broken stone or boulders 150 mm thick hard core of gauge exceeding 63 mm but not exceeding 150 mm, deposited, spread and leveled in layers n.exc 15 cm thick watered and rammed to a true surface as in sub base complete all as specified and directed.
30
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M&L machine pressed precast concrete interlocking paver block, 80 mm thick, M-40 grade of approved colour shape & size, confirming to IS-15658 with grey cement and pigment, laid dry hand packed tightly over a layer of 25 mm thick sand to the true levelled surface concrete tiles pattern shall be as directed complete all a specified & directed. Note:- Supply of sand shall be measured & paid separately under respective item)
200
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Supply only fine sand complete all a specified & directed.
5
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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 5mm), including making drainage opening wherever required complete all as specified and directed.
1.8
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M&L for cement concrete type B-1 1:2:4 (using 20mm graded crushed stone aggregate) as in haunching or mud stops, round or chamfered on edges complete all as specified and directed.
1.2
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M & L for 75 mm thick Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregae) as in sub base etc. complete all as specified and directed.
200
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600MM DIA HUME PIPE CULVERT
M&L for Plain cement concrete (1:5:10) type E-2, (using 40mm graded crushed stone aggregate) in foundations, filling and mass concrete and sub base concrete etc complete all as specified and directed.
7.5
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M&L for 100 thick cement concrete type C-2 1:3:6 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete complete.
7
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S & F in 600mm dia Reinforced concrete pipes, class NP-3, laid and jointed in cement mortar (1:1) complete with collars, with and including Concrete bed to drain pipes with cement concrete 1:3:6 type C-2 ( using 40 mm graded stone aggregate stone aggregate) including packing under and haunching against the sides of pipes after they are laid and tested complete all speciified and directed.
40
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M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick or concrete surface finished fair and even complete all as specified and directed.
47
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RCC CULVERT 4.0 MTR SPAN
M&L for Reinforced cement concrete (Design Mix) M-25 (using 20 mm graded crushed stone aggregate) as in as in foundation including rafts footings, foundation beams, plinth beams, bases for columns etc basements slabs complete all as specified and directed.
(Note: Steel reinforcement shall be measured & paid separately).
24
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M&L for Reinforced cement concrete (Design Mix) M-25 (using 20 mm graded crushed stone aggregate) as in walls retaining walls, basement walls, ballast walls, and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed.
(Note: Steel reinforcement shall be measured & paid separately).
36
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M&L for Reinforced cement concrete (Design Mix) M-25 (using 20 mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and in the shelves and the like complete all as specified and directed.
(Note: Steel reinforcement shall be measured & paid separately).
33
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M&L for formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits, of foundation and plinth beams and similar work with fair finished surface complete all as specified and directed.
33
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M&L for formwork to faces of walls, retaining walls, abutments, parapets, and staircase railings and similar work including attached pillasters buttresses etc. vertical or to batter with fair finished surface complete all as specified and directed.
252
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M&L for formwork to soffits of suspended slabs such as roof slabs ,floor slabs landings and similar work (horizontal or sloping) with fair finished surface complete all as specified and directed.
96
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M&L for formwork to sides and soffits of floor or roof beams haunching, girders bressummers lintels and similar work with fair finished surface complete all as specified and directed.
30
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M&L for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bend-ing, spirally hooping for columns, hooking ends and binding with and including mild steel wire (an-nealed) not less than 0.90mm dia, complete all as specified and di-rected.
12900
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BRICK RETAINING WALL 200MTR LONG 1.10MTR HEIGHT
Supply & fixing PVC (SWR) pipes 100mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors or for weep holes in retaining walls complete all as specified and directed.
400
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S & F wire netting of galvanised steel wire 1.4mm dia with size of mesh 12mm fixed with tinned tacks of l wire staple complete all as specified and directed
480
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M & L for hand packing (any thickness) of broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed
240
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AREA DRAINAGE 500 MTR LONG 750MM WIDE
M&L for cement concrete type B1 1:2:4 (Using 20mm graded aggregate) as in surface channel of drain mud stops, round or chamfered on edges complete all as specified and directed.
19
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COMMON ITEMS
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed
10200
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Excavation over areas not exceeding 1.50 m deep and getting out in soft/loose soil complete all as specified and directed.
3096
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Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth, for foundations etc for shafts, walls, cesspits etc. not exceeding 10 square meter on plan and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
771.5
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Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
146
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Removing excavated soil to a distance not exceeding 50 m and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.
4300.5
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Removing excavated material (soil) to a distance exc 250 m but not exc 500 m and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.
219
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M&L for Plain cement concrete (1:3:6) type C-2, using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including sub base complete all as specified and directed.
74.5
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M&L for brick work with sub class 'B' old size bricks, built in cement mortar 1:4 work straight or curved on plan complete all as specified and directed.
423
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M&L for Plain cement concrete (1:2:4) type B-1, (using 20 mm graded crushed stone aggregate) as in coping, benching including weathering, slightly rounded or chamfered an-gles and throating including nec-essary formwork complete all as specified and directed.
31.45
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M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick or concrete surface finished fair and even without using extra cement complete all as specified and directed.
1020
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Preparation of newly plaster surfaces of wall and applying three coats of white wash complete all as specified and directed.
1007
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M&L for Plain cement concrete (1:4:8) type D-2, (using 40mm graded crushed stone aggregate) in foundations, filling and mass concrete including sub base complete all as specified and directed.
55
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