Military Engineer Services Tender
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Costs
EMD
₹ 94,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688931_1Tender No
CWE/ASR-72/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Excavation in treanches not exceedingeeding 1.5m wide and exceeding 1.5m but n exceeding 3.0 m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out any Soft / loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
65
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Excavation over area not exceeding 1.5m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out in soft/loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
248
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Excavation over area exceeding 1.5m but not exceeding 3.0 m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out in soft/loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
154
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Excavation over area exceeding 3m but not exceeding 4.5 m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out in soft/loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
64
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Excavation over area exceeding 1.5m but not exceeding 3.0 m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out in soft/loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
64
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Excavation over area exceeding 6.0 m but not exceeding 7.5 m in depth for foundation, etc or for shafts, wells exceeding 10 sqm on plan and getting out in soft/loose soil including dressng/trimming sides and levelling/ grading and ramming of bottom of excavation complete, all as specified and directed.
13
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
120
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Removing exceedingavated material not exceeding. 50m and depositing where directed at a level not exceedingeeding 1.5m above the starting point complete, all as specified and directed.
625
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Removing exceedingavated material exceeding. 50 m but n exceeding 250m and depositing where directed at a level n exceeding. 1.5m above the starting point complete, all as specified and directed.
82
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Material and labour for Hardcore of broken bricks, gauge n exceeding. 63 mm, deposited , spread and levelled in layers not exceeding. 15 cm thick, watered and rammed to a true surface complete all as specified
19
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Material and labour for Hardcore of broken stone or boulder gauge n exceeding. 63 mm, deposited , spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete, all as specified and directed.
96
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Material and labour for filling in loose broken stone aggregate of size 40 to 63mm complete, all as specified and directed.
90
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Material and labour for Cement concrete type D-2, 1:4:8 using 40mm graded agregate as in foundations, filling and mass concrete complete, all as specified and directed.
33
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Material and labour for PCC 1:2:4 type B-1 using 20mm graded stone aggregates as in benching for manholes, bands, coping, bed plate etc like fixing of holdfast including slightly chamfered or rounded angles including including necessary form work, if any, and finishing exposed surface even and smooth using extra cement complete.complete all as specified
5
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Dismantling of brickwork, built in cement mortar including all quoins, arches, pillars, etc. complete, all as specified and directed
194
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Material and labour for brick work with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick wall /drain built in cement morter 1:4 , all as specified and directed.
896
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All as per srl item no 46 above but exceedingept bricks complete, all as specified and directed.
790
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Material and labour for joints grouted and pointed flush in CM 1:3 including raking out joints, complete all as specified and directed.
133
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Material and labour for, Brickwork with old size sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in Cement mortar 1:4 complete all as specified and directed.
75
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Material and labour for, Brickwork including honeycomb brick work if any with old size subclass ‘B’ bricks, straight or curved on plan not exceeding 6m mean radius brick fair cut and rubbed built in Cement mortar 1:4 complete all as specified and directed.
45
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Material and labour for rendering 15mm thick on brick work or concrete surface in CM 1:4 finished fair& even using liquid WPC as per manufacturer's instructions complete, all as specified and directed. Note:-WPC shall be measuared seperatly and @ 200ML for 50kg cement bags or as per manufacturer's instructions
239
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Supply only liquid water proofing compound, ISI marked, complete, all as specified and directed
9
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Material and labour for RCC design mix M-25 using 20mm graded stone aggregate as beams, cantilevers, bressumers, lintels over 1.50m span or RCC band complete all as specified and directed.
7
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Material and labour for RCC design mix M-25 using 20mm graded stone aggregate as in baffle wall complete all as specified and directed.
1
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Material and labour for RCC design mix M-25 using 20mm graded stone aggregate in Slabs supported on walls ,beam and columns in floors , roof landings, balconies, canopies, deck slab and in shelves and like in complete all as specified and directed.
26
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Material and labour for precast reinforced Cement concrete nominal mix 1:1.5:3 type B- 1 (using 20mm graded stone aggregates) in cover slab for manhole , drain and connected works type B- 1 (using 20mm graded stone aggregates) complete all as specified and directed.
42
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Material and labour for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately.
0.3
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Use and waste of formwork to sides and soffits of rough finished surfaces of floor or roof beams , beam haunching, girders, bressumers, lintels, cantilevers, including support overhangs, etc also splays between floor and beams complete, all as specified and directed.
48
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Use and waste of formwork to sides and soffits of rough finished surfaces of faces of walls retaining walls, abutments parapets and staircese railings and similar work including attached pillasters buttresses etc vertical complete, all as specified and directed.
5
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Use and waste of formwork to rough finished surfaces of soffits of suspended slabs such as roof slab, floor slabs landing , and similar work not exceedingeeding 200mm thick (horizontal/sloping) complete, all as specified and directed.
141
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Material and labour for TMT reinforcement bars 10mm dia over cut to length , bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mmdia or securing with clips complete all as specified and directed
8267
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Material and labour for TMT reinforcement bars 5mm to 10mm dia as in stirrups, spacers, binders cut to length , bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mmdia or securing with clips complete, all as specified and directed
310
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Supply and fixing 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; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed.
120
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Material and labour for two coat of synthetic enamel paint over a coat of red oxide primer on steel surface inclUDING preparation of new steel surface width or girth exceeding 10cm complete, all as specified and directed.
6
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Material and labour for prepration of newly plastered/un plastered surfaces of wall and applying two coats of cement base paint of shade as approved over a coat of cement primer complete, all as specified and directed.
12
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Supply and fixing for 110mm bore PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls/slab complete all as specified and directed.
2.5
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Supply and fixing for 110 mm bore( SWR) vent cowl complete all as specified
1
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Material and labour for RCC drain pipes 150mm bore, class NP-3 , laid in trenches and jointed completed with collar complete all as specified and directed.
30
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Material and labour for RCC drain pipes 200mm bore, class NP-3 , laid in trenches and jointed completed with collar complete all as specified and directed.
75
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Material and labour for RCC drain pipes 300mm bore, CLASS NP-3 , laid in trenches and jointed completed with collar complete all as specified and directed.
75
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Material and labour for 600mm dia reinforced concrete pipes, class NP-2, laid amd jointed including collar and demolition of old pipes complete all as specified and directed.
5
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Material and labour for PCC 1:4:8 type C2 (using 40mm graded stone aggregate) as concrete bed, laid to falls in trenches in any depth including packing under, and haunching against the sides of RCC /SGSW pipes 150mm bore, after the pipes have been laid and tested including complete all as specified and directed
31
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Material and labour for PCC 1:4:8 type C2 (using 40mm graded stone aggregate) as concrete bed, laid to falls in trenches in any depth including packing under, and haunching against the sides of RCC /SGSW pipes 200mm bore, after the pipes have been laid and tested including complete all as specified and directed
76
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Material and labour for PCC 1:4:8 type C2 (using 40mm graded stone aggregate) as concrete bed, laid to falls in trenches in any depth including packing under, and haunching against the sides of RCC /SGSW pipes 300mm bore, after the pipes have been laid and tested including complete, all as specified and directed
76
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Material and labour for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in sub base of floor complete, all as specified and directed.
687
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Material and labour for cement concrete 50mm thick type B-2, 1:2:4 using 20mm graded agregate as in hardstanding, floor etc complete, all as specified and directed.
645
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Material and labour for chequered cement concrete tiles colured 30cmx30 cmx25mm thick, set jointed and pointed in neat cement slurry with grey cement and pigment complete in floor including 15mm thick screed bed in CM 1:4 complete, all as specified and directed.
42
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Material and Labour cement concrete 1:3:6 type C-2, using 40 graded stone aggregate, as in surface channel and drain and similar work incl demolition complete, all as specified and directed.
33
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Material and labour for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in surface channels and drain etc complete, all as specified and directed.
93
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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 complete all as specified and directed.
1245
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Material and labour for forming Construction Joint 30mm deep x10mm wide, filled with sealing compound Grade'B' complete all as specified and directed.
25
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