Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Jun 2023
Closing Date13 Jul 2023
Tender Amount₹ 35,00,000
Costs
EMD
₹ 70,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MES_604007_1Bid Award Id
ViewTender No
GE (A) SOG-21/23-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge.
8.44
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Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge.
2.45
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Dismantling posts or struts ( wood, steel or RCC) embedded in concrete, brick work etc, any section and any length including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. Note :- Dismantling of existing galvanised iron steel barbed wire/ chain link fencing shall be measured and paid for separately
330
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Dismalting chain link fencing of any description fixed to any type of fencing posts complete all as specified and directed by Engineer-in-charge.
750
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Taking down cement plaster or cement lime plaster on stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
200
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Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.
180
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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 in soft / loose soil & getting out complete all as specified and directed by Engineer-in-Charge.
43.75
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Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.
39.37
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
4.38
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M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .
51.23
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M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary formwork and fair finishing complete all as specified and directed by Engineer-in-charge
64.8
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M&L for cement concrete (1:2:4) type B1 using 20 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engineer-in-charge.
Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.
1.5
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M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs of drains, manholes, septic tanks, soakage wells etc. including placing in position and set in CM (1:6) complete all as specified & as directed by Engineer-in-charge.
Note: - Reinforcement shall be measured and paid for separately.
7.6
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M&L for 35mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.
151.2
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M&L for providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and directed by Engineer-in-Charge.
0.84
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M&L for Brick work with 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.
105
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M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
111.2
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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 specified and directed by Engineer-in-Charge.
4064.5
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S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
617
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S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.
58.15
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Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge.
Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.
1125
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Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge.
Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.
750
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S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
923.03
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S&F 40mm thick dholpur stone (area of each stone exc 0.50 sqm but not exc 3.00 Sqm) hammer dressed face work uniform colour as on vertical /horizontal surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of dholpur stone fixed screed bed over and including 15mm thick rendering in cement mortar (1:4) and polishing rubbing & finishing & moulding all exposed sides complete all as specified and directed by Engineer-in-Charge.
74
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M&L for high intensity grade retro reflective 3 M (HIP) sheetingn / tape and refixing new retro reflective sheet as per sample and colour approved including writing letters / numerics of height not more than 30 cm and width not more than 30 cm, cut out of retro reflective sheet colour as decided and pasting the same on old stainless steel sheet etc complete all as specified and as directed by Engineer-in-Charge
100
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M&L for stainless steel round pipe 50mm dia, 1.5mm thick of SS 316 grade for frame work as in post & frame of sign boards with SS plate, nut, bolts etc including drilling / welding / reverting for fixing of sheet including taking down old pipe complete all as specified and directed by Engineer-in-charge.
50
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M&L for stainless steel plate 1mm thickness of SS 316 grade fixed in required shape & size in old sign board including taking down old steel plates complete all as specified and directed by Engineer-in-charge.
50
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M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
382.5
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S&F factory casted 60mm thick machine pressed cement concrete interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.
565
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M & L for glossy finished chequered cement concrete tiles of size 20cm x 20cm x 25mm thick 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) complete all as specified and directed by Engineer-in-Charge.
200
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M&L for 15mm thick rendering in cement mortar (1:6) on fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
841.32
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M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.
691.32
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M&L for preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot mulds, moss and efflorescent, salts, filling of cracks etc and applying a coat of cement based paint complete all as specified & directed by Engineer-in-Charge.
3600
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M&L for writing letters or figures (Block. Roman, Italic or Indian) not exceding 30 cm high complete all as specified and directed by Engineer-in-Charge.
120
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
69.95
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
500
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
Note:- The item rate for painting of over head tanks, reserviors upto height 21 mtr to 30 mtr with necessary scafolding etc. is included in this item, Nothing extra shall be paid on this account.
250
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of black japan paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
33.35
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M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge
133
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M&L for preparation of wood, steel, iron, concrete, brick, stone etc surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of black bituminous paintt over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.
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Note :- A sum of Rs. 85000/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 17 (Schedule of Credit) of Tender documents.
100
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