Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Oct 2024
Closing Date23 Dec 2024
Tender Amount₹ 94,00,000
Costs
EMD
₹ 1,66,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_659657_2Bid Award Id
ViewTender No
80549Tender 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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Material and labour for excavating over areas, n.exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.
582.6
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Material and labour for excavating over areas, exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed.
221.2
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Material and labour for cement concrete 1:4:8, type D2 (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
17.54
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Material and labour for brickwork with fly ash old sized bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed.
243.8
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Material and labour for brickwork except bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 etc complete all as specified and directed.
Note : Serviceable old bricks obtained from demolition shall be reused.
11.5
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Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.
3168.1
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Demolition of brick work built in cement mortar including quoins, arches but exlcluding precast articels complete all as specified and directed.
46
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Demolition of PCC in foundation of manholes and drains below ground level n.exc 15 cm thick complete all as specified and directed.
72.8
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Supply and filling broken stones/boulders of gauge 80 mm to 150 mm size as aggregate for loose filling in harvesting pits complete all as specified and directed.
162
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Supply and filling broken stones/boulders of gauge 40 mm to 80 mm size as aggregate for loose filling in harvesting pits complete all as specified and directed.
11.25
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Supply and filling shingle or gravel of 5mm to10mm guage loose filling in harvesting pits complete all as specified and directed.
14.3
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Supply and filling sand of 1.5mm to 2.0mm guage loose filling in harvesting pits complete all as specified and directed.
3.38
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Material and labour for RCC M-25 (design Mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
Note : Reinforcement and form work shall be measured and paid separately under relevant item.
11.6
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Use and removal of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces complete all as specified and directed.
130.1
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Material and labour for concrete bed to drain pipes of bore dia 150mm including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.
30
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Material and labour for 150mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars etc complete all as specified and directed.
30
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed.
1207.25
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Removing excavated soil exc. 250 m but n.exc. 500 m and depositing where directed complete all as specified and directed.
303.5
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Removing excavated rock exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.
289.8
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Material and labour for cement concrete 1:2:4, type B0 (12.5mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, 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, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
25.7
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Supply and Fix mild steel 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 conforming to Fe 290, Gde E-165 etc complete all as specified and directed.
1782.2
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Material and labour for cement concrete 1:3:6, type C2 using 40mm graded stone aggregate in surface channels and drains etc complete all as specified and directed.
91.91
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
1010
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Supply and fix mild steel work as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290, Gde-E-165 complete all as specified and directed.
50
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Material and labour for 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 hard rock complete all as specified and directed.
45
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Use and removal of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces complete all as specified and directed.
108
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Use and removal of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surfaces complete all as specified and directed.
684
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Material and labour for RCC M-30 (design mix) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
10.8
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Material and labour for RCC M30 (design mix) cement concrete 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 for Srl Item Nos 31 & 32 : Reinforcement and form work shall be measured and paid separately under relevant items.
56.7
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Material and labour for Mild steel TMT bars 10mm dia and 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 0.9mm dia or securing with clips complete all as specified and directed.
7212.9
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Material and labour for Reinforced concrete pipes of bore dia 450 mm, class NP3, laid and jointed complete with collars complete all as specified and directed.
24.5
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Supply and Fix 110mm dia PVC (SWR) pipes single socketed, in any length, laid in trenches or in floors / fixed to walls complete all as specified and directed.
60
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Supply and Fix PVC (SWR) bends any radius, 110mm bore, fitted with oval access door complete all as specified and directed.
20
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Supply and Fix 110mm bore PVC (SWR) junction, single (single T) equal or unequal with door access complete all as specified and directed.
10
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Material and labour for Precast RCC 1:2:4 type B1 using 20mm graded stone aggregate as in manhole covers including necessary form work complete all as specified and directed.
Note : Reinforcement shall be measured and paid separately
1.08
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Material and labour for hardcore of gauge n.exc. 63 mm size, deposited, spread and levelled in layers n.exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
4.2
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Material and labour for 75mm thick plain Cement concrete 1:4:8, type D-2, using 40mm graded stone aggregate, complete all as specified and directed.
42
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Material and labour for 70mm thick plain Cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate, complete all as specified and directed.
42
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Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n.exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
3.15
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Supply and Fix mild steel framed work as in post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, flat iron fillets (for securing wiremesh 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.
2325
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Supply and Fix mild steel screw bolts (machine made) with hexagonal or square head at one end and screwed the other end, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5 cm long, and having neck 5 to10 mm dia complete complete all as specified and directed.
50
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Material and labour preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
45
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Supply only chain link fence mild steel galvanized any type complete all as specified and directed.
4560
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Fixing only chain link fencing including line wires 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.
760
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Supply and Fix reflective radium sheet of any colour over 3mm thick acrylic/ACP sheet of any shape/size including fixing to the wall surfaces complete all as specified and directed.
Note : For measurement purpose outer to outer linear distance will be taken in Sqm.
10
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Supply and Fix radium reflective letter or figures (Block, roman, Italic or Indian) of any colour n.exc 30 cm high on 3mm thick acrylic reflective sheet of any colour as approved by GEcomplete all as specified and directed.
100
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Drilling of trial bore in any type of strata soil/ rock perfectly vertical 165mm bore hole for maximum upto 160 mtr depth by DTH method or any other approved method including formation of sample collection and discharge of water, shifting transportation of material and equipment, equipment and preparation etc complete all as specified and directed.
Notes: (a) Development of trial bore well along with other connected works will be executed only if adequate water boring strata is encountered during the drilling of trial bore. (b) Decision of the Accepting Officer in regard to above shall be final and binding on the contractor and no claim whatsoever will be entertained in this regard.
(c) The above quantities are for Ten bore wells.
(d) Preparation of litholog as per the instruction of Engineer-in-charge.
1600
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Development of trial bore by reaming 200mm to 350mm upto 20RM from the bottom of percolating pit all as directed
200
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Supply & installation of V wire LCG Screen of size 150mm with 1.5 mm slotted pipes ISI marked lncluding all necessary fittings for jointing the pipes complete all as specified and directed. Make : Tata/Jindal/Suryaprakash
210
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Supply & installation of MS Blank pipe 150mm pipes (outer dia) and conforming to latest version of IS including necessary fittings for jointing the pipes complete all as specified and directed. Make : Finolex/Plasto/Supreme
15
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Material and labour for supplying and collecting samples of soil at each level during boring of borewell in sample strata box and submitting the Detailed report with necessary data to be submitted by the contractor for each bore well test to Engineer-in-charge.
10
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Note:- The amount of schedule of credit on page No. 31 shall be deducted from the amount quoted against sch 'A' while deriving at the contract sum for acceptance.
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