Military Engineer Services Tender
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Costs
EMD
₹ 1,49,875Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_687463_1Bid Award Id
ViewTender No
CA NO CWE SGNR T-71 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Providing and laying Premix Bituminous macadam of consolidated thickness n. exc. 75mm, using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed. Notes : 1. The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Thapar Insti. of Engg & Tech Patiala/NIT Kurukhshetra /PEC Chandigarh/CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ 42/kg of binder and no adjustment shall be made on plus side.
2. The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If ther is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.
97.73
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M & L for 2.5mm thick road marking thermoplastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg /Sqm ) and glass beads @ 250 gm/Sqm confirming to CI No. 803.4 of MoRTH in strips of 100/150 mm width on road surfaces complete all as specified and directed by Engineer-in-Charge.
787.08
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S&F road cat eye of size 100mm x 100mm x 20mm meeting with ASTM and MoR&TH standards with yellow reflector yellow body colour and two side lens all as specified. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per manufacturers recommendation complete all as specified and directed.
220
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S & F of solar stud 125 x 125 x 25 mm made up of Aluminium alloy and construction powered by monocrystal solar panel with high capacity Ni-Cd rechangable battery having view distance 1000 meters, LEDs-010 mm 6 pieces for high brightness, 12 hrs of continous lighting at night complete all as directed by Engineer-in-Charge.
150
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S & F metal tubular delineator made out of ABS round body fitted with two Nos 65 mm dia higly reflective reflectors made out of PMMA and mounted on 50mm dia MS pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector redium tape of 25mm wide strips wtih anti thief steel net for reflector protection including embedding the same in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate including neessary excavation and earth work complete all as directed by Engineer-in-Charge. Note : Size PCC block for embedding delineator shall be 30 cm 30 cm x 30 cm and cost of PCC shall be included in the unit rate of this item.
50
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S & F of solar Delineator road of size 1000 x 47mm, made out of polycarbonate and toughended aluminum body fitted with high intensity retro reflector in yellow/red colour fitted on CRCA pipe 47mm dia and 100 cm long powder coated or stove enamelled white/black colour provided with steel wire mesh made up into cage for safety of reflector and embedding the same in PCC 1:2:4 using 20mm graded stone aggregate complete all as directed by Engineer-in-Charge. Note : Size PCC block for embedding delineator shall be 30 cm 30 cm x 30 cm and cost of PCC shall be included in the unit rate of this item.
50
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S & F in replacement speed bump of dimensions 730mm x 245mm x 70mm made out of ABS with resitance and wear and tear poperly higly reflectors moulded in PMMA material, welded with ABS base plate fixed on roads with adhesive and zinc plated nails as recommended by the manufactures & complete all as specified.
20
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Demolition of cement concrete reinforced in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge .
5.4
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M&L for RCC Nominal Mix 1:2:4, Type B1 (20mm graded stone aggregate) as in slabs supported on walls,beams and columns in floors, roofs, landings, balconies canopies, deck slabs and shelves and like complete all as specified .
5.4
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M & L mild steel TMT bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as in column, beam etc.
756
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M&L for Formwork to soffits of suspended slabs, such as roof slabs, floor slabs landing and similar work not exceeding 200mm thick (Horizontal & sloping) fair finished surfaces.
Note : Steel props to be use of form work.
36
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Demolition of brick work built in any cement mortar including all quoins, arches, pillars etc .
5.52
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M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
4
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Lobour only for Brick work built in CM (1:6) with subclass 'B' bricks, straight or curved on plan exceeding 6m mean radius with reusing the old bricks obtained from item No 15.00.
1.52
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Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for keys, scrubbing down with water etc to receive new plaster complete al as specified and directed.
50
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M&L rendering 15 mm thick in CM 1:4 with water proofing compound (3%) on fair face of brick or concrete surface,finished even and smooth without using extra cement complete.
Note:- water proofing compound shall be measured and paid separately.
50
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Supply only integral waterproofing compound.
5
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M&L for two coat of cement base paint over a coat of alkali resistant cement primer on newly plastered surface including preparation of undecorated surface complete all as specified and as directed by Eng-in-Charge.
35
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Dismantling mild steel work of any description.
5
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M & L for Framed work such as grills,gratings, etc with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders;Fencing, Framed balusters; walk ways; railings; framework of water tanks and similar work etc.all as specified and directed by Eng-in-charge.
500
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M & L providing two coats of synthetic enamel paint over new surface over a coat of red oxide primer on steel surfaces including preparation of surface of any description n.exc 10 cm width or girth all as specified.
10
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M & L for preparation of old painted steel surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge .
50
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M & L for Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc.
24
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge.
150.5
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M&L 50 mm thick PCC (1:3:6), type C-2, using 40mm graded stone aggregate as in sub base of flooring complege all as specified and directed.
2150
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M&L for PCC (1:4:8), type D2, (using 40mm graded stone aggregate) as in foundation, filling , mass concrete complete all as specified .
4.32
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M&L for PCC (1:3:6), type C2, (using 40mm graded stone aggregate) as in surface channels and drains including necessary formwork complete all as specified and directed.
2.52
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M&L for PCC (1:2:4), type B0, (using 12.5mm graded stone aggregate) as in coping, bed blocks for embeddings MS angle iron etc all as specified .
2.5
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Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge.
2150
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M & L for cement concrete tiles of size 25cm x 25cm x 25mm thick with grey cement & pigment laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge.
1200
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Labour only for cement concrete tiles of any size thick with grey cement & pigment laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge.
800
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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. complete all as specified and directed.
150
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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 5 mm), including making drainage opening wherever required complete as specified and directed.
50
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Laying only at or near ground level factory made kerb stone of any 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, including dismantling and cleaning of existing kerb stone any size complete as specified and directed.
30
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Dismantling plain or corrugated sheeting of any description, guage, thickness, including nainital or similar pattern roof coverings etc
40
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S&F 2mm Fibre glass reinforced translucent plain sheet with side lap fixed with coach screw and washers in roof ,wall complete all as specified and directed .
40
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M&L for RCC NP2 150 MM dia Pipes laid on 150 mm thick bed concrete bed 1:4:8 type D2 (using 40mm graded stone aggregate) and depth with excavation in any type of soil, including manholes/drop manhole of standard size made of of brick masonary /RCC/precast RCC with SFRC ventilation cover and frame including all item and activities to excute and make sewer line functional complete as specified and directed.
240
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