Military Engineer Services Tender
View complete overview of Lakshadweep MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Nov 2024
Closing Date17 Dec 2024
Tender Amount₹ 2,06,92,000
Costs
EMD
₹ 2,82,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683361_1Bid Award Id
ViewTender No
81145Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Material and Labour for precast cement concrete block masonry (Type C1, 1:3:6 using 20 mm graded aggregate) with solid blocks, exc 10 cm in width and setting in CM 1:4 complete all as specified and directed.
68
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M&L for precast reinforced cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in landing, cover slab for man holes/drainage/septic tank/Soak well cover, etc with plain faces set in cement mortar 1:6 incl necessary formwork complete all as specified and as directed. Note: Reinforcement shall be measured and paid seperately.
3.5
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M&L for CRS TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends, and binding spirally for hooping column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
4532.39
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All as per serial item No 6 above, but 8 to 10 mm dia as in stirrups and spaces complete all as specified and as directed.
150
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M&L for 40 mm thick PCC 1:2:4, type B0, using 12.5 mm graded stone aggregate as in PCC flooring finished even and smooth with using extra cement complete all as specified and as directed.
98
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Material and Labour for rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) including finishing the surface even and smooth with out using extra cement, with using water proofing compound complete all as specifed and directed.
Note:- WPC will be measured and paid separately.
250.28
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Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 cms in any type of soil complete all as specified and directed.
155.27
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Removing excavated surplus soil to a distance not exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
140.24
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Cutting holes into or through cement concrete slabs, including reinforcement if any, chajjas etc exc 500 sqcm but not exc 0.1 sqm reinforced complete all as specified and directed by Engineer-in-Charge.
600
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Material and Labour for rendering 20mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:3) including finishing the surface even and smooth with out using extra cement, with using water proofing compound complete all as specifed and directed.
Note:- WPC will be measured and paid separately.
10
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Supply only liquid water proofing compound of approved make complete all as specified and as directed by the Engineer-in-Charge.
6
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Supply and Fix UPVC (Sch-80) 150mm square Euro Guard rain water harveting roof gutter pipe including bend, stopper, all fitting and bnecessary form work and making good of existing surface up to 10 mtr complete all as specified and as directed by the Engineer-in-Charge.
1650
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Supply and Fix GI flat, angle, pipe for supports brackets for rain water pipe, hooks (stay), heavy, for large gates, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wind ties, plain angle cleats for securing purlins to wood trusses or rafteres, knee piece inserts, two way and three way straps, plate washers and similar small articles with fabrication including bolts complete all as specified and as directed by the Engineer-in-Charge.
1700
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Supply and Fix 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by the Engineer-in-Charge.
300
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Supply and Fix 110mm bore PVC (SWR) bend with oval access door complete all as specified and directed by Engr-in-Charge.
50
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Supply and Fix 150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by the Engineer-in-Charge.
60
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Supply and Fix 150mm bore PVC (SWR) bend with oval access door complete all as specified and directed by Engr-in-Charge.
4
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Surface dressing n exc 15 cm deep and getting out in hard/dense soil complete all as specified and directed.
35.77
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Excavating over area not exceeding 1.50 m deep and gettiing out in hard / dense soil compete all as specified and directed.
43.22
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Excavating over area exceeding 1.5 m but not exceeding 3.0 m deep and gettiing out in hard / dense soil compete all as specified and directed.
18.37
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Material and Labour for Plain Cement Concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation, filing and mass concrete etc. complete all as specified and as directed by Engineer in Charge.
32.8
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Material and Labour for Reinforced cement concrete (Design mix) RCC M30 using 20 mm gragded aggregate 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 as directed by Engineer in Charge.
11.45
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Use and waste 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, plith protection and similar work, vertical or to batter, flat fair finish surface complete all as specified and as directed by Engineer in Charge.
21.81
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Material and Labour for Reinforced cement concrete (Design mix) RCC M30 using 20 mm gragded aggregate in walls, retaining walls, basement walls and the like, any thickness, above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engineer in Charge.
11.85
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Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better, flat fair finish surface complete all as specified and as directed by Engineer in Charge.
139.8
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Material and Labour for Reinforced cement concrete (Design mix) RCC M30 using 20 mm gragded aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and as directed by Engineer in Charge.
3.58
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Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) fair finished surfaces of concrete complete all as specified and as directed by Engineer in Charge.
24.2
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Supply and Fix 20 mm dia MS rungs in to the wall banks, 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; will 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 410-0 or Fe 310-0 complete all as specified and as directed by Engineer in Charge.
70
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Material and Labour for hardcore of broken stone or boulders of gauge not exc. 63mm deposited,spread and levelled in 15 cms thick, watered and rammed to a true surface complete all as specified and as directed
13.62
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Material and Labour for PCC 1:3:6 type C2 using 20 mm gragded aggregate, 75 mm thick in plinth protection, plith course, kerbs as directed, finishing the surface even and smooth without using extra cement complete all as specified and as directed.
20.8
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Material and Labour for precast cement concrete block masonry (Type C1, 1:3:6 using 20 mm graded aggregate) with solid blocks, exc 10 cm in width and setting in CM 1:6 complete all as specified and directed.
1.73
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Material and Labour for rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6) including finishing the surface even and smooth with out using extra cement complete all as specifed and directed.
19
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Supply and Fix PVC water bar 150mm wide and 8mm thick complete all as specifed and directed.
33.6
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Material and Labour for preparation of new plastered surfaces and applying two coats of cement base painting including a coat of primer complete all as specified and directed
157
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Excavating in trenches not exceeding 1.50 m wide and not exceeding 1.5 m depth for foundation etc or for shafts, wells, cesspits,manholes, pier holes, for erection of poles and laying cables, etc., n.exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.
188
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Material and Labour for Reinforced cement concrete (Design mix) RCC M30 using 20 mm gragded aggregate in columns, pillars, piers, posts and struts etc. complete all as specified and as directed by Engineer in Charge.
3.5
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Use and waste formwork to to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer in Charge.
30
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Loose filling with broken stone or boulders of gauge 40 to 80mm as filter media complete all as specified and as directed.
4.5
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M&L for rendering 5 mm thick in CM 1:3 on ceilings or concrete surfaces finished even and fair without using extra cement complete all as specified and as directed.
8
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S&F rotational moulded polyethylene water storage tank 5000 litres capacity (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed.
12
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Supply, fix, Installation, commissioning and testing of submersible pumping set of capacity 1 HP, single phase 230 V, 50 Hz with discharge line of 32mm CPVC line including all connection complete all as specified and as directed.
12
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Supply, fix, Installation, commissioning and testing of submersible pumping set of capacity three phase 5 HP, 35 mtr head, 125 LPM, three phase 440 V, 50 Hz including all connection complete all as specified and as directed
2
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Supply and fix DOL starter with FRP enclosure suitable for 1 HP, single phase 230V consist of Voltmeter, Ammeter, Indicating lamp, capacity and over load protector and testing complete all as specified and as directed.
12
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Supply and fix DOL starter with FRP enclosure suitable for 5 HP, three phase 440V consist of Voltmeter, Ammeter, indicating lamps, over load protector and power cotactor of current rating 16 A and testing complete all as specified and as directed.
2
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Supply and lay 50 mm bore CPVC pipes SDR 11 and plain CPVC SDR 11 fittings in trenches including all connected accessories such as bends, tees, unions, couplings etc. complete all as specified and directed.
400
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Supply and lay 32 mm bore CPVC pipes SDR 11 and plain CPVC SDR 11 fittings in trenches including all connected accessories such as bends, tees, unions, couplings etc. complete all as specified and directed.
350
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S&F 40 mm dia ball valves of CPVC supplied and installed complete all as specified and directed.
13
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S&F non return valve made of brass material of 40mm dia complete all as specified and as directed
8
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S&F submersible cable PVC sheathed unarmoured flat 3 core 6 sqmm multi stranded copper conductor for submersible pumpsets complete all as specified and as directed.
120
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Supply, lay and testing of 4 core 10 sqmm cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade including taking down old unserviceable cable complete all as specified and as directed.
150
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M&L for construction of 200mm thick PCC solid block wall masonary valve chamber of internal size 600x600x600mm, built in CM 1:6 with 150mm thick PCC foundation 1:2:4 type B-1 coping 50mm thick finished even and smooth, rendering 10mm thick in cement mortar (1:6), finished fair and even externally including excavation and earthwork in any strata, 6mm thick MS sheet cover fixed on angle iron frame 25X25x4mm embedded in PCC coping with locking arrangement and mild steel hold fast, mild steel handles and painting to steel surface with two coats of black bituminus paint over one coat of red oxide primer etc, complete all as specified and directed.
3
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Supply and lay sub class "B" burnt bricks as in cable protection all as specified and directed and upto the satisfaction of Engineer in Charge.
0.9
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M&L for sand cushioning with Local Sand in two layers, first layer of 80mm thick before laying of cable and second layer of 150mm thick after laying of cable in trenches/ducts for cable including consolidation of each layer complete all as specified by Engineer in Charge.
Note : For the purpose of Payment, Punned thickness of Sand Cushioning only will be Measured.
10
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M&L for multi grade filter (MGF) madeup of FRP body consists of coarse and fine media as a filter bed for retaining both large and small suspended particles and multi port valve for filteration, rinse and back wash anlogwith all fixing arrangements having outer body dimensions as 1500 mm long x 600 mm dia with flow rate 5 cum/hr and max operating pressure 10 Bar complete all as specified and directed by Engineer in Charge.
1
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M&L for Activated Carbon Filter (ACF) made up of FRP body consists of carbon and fine media as a filter bed for retaining both large and small suspended particles and multi port valve for filteration, rinse and back wash along with all fixing arrangements having outer body dimensions as of size 1500 mm long x 600 mm dia having flow rate 5 cum/ hr complete all as specified and directed by Engineer in Charge.
1
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