Military Engineer Services Tender
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Costs
EMD
₹ 50,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MES_262889_1Bid Award Id
ViewTender No
GE/PKT-19/2019-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Cleaning of blockage of existing sewage system and plumbing system (Comprising of sewer line in CI, SGSW or SG pipes) , house connection from WC, bath, Kitchen etc including gully traps, floor/Nahani traps, CI Pipes and plumbing work etc of any description and in any position below or above ground level, located in different situations to remove of all solid or liquid wastage to make the entire system functional as directed by Eng-in-Charge. Note :-(i) contractor will deploy three SDA mazdoor, daily to attend day to day complaint as mentioned above. SDA mazdoor will report daily at AGE B/R-I Subdivision at 0900 hrs and depart 1800 hrs after attending all complaints. In case of non attending complaints in same day, recovery @ RS 250 per complaints will be recovered from contractor and in case of Non deployement of SDA Mazdoor recovery @ RS 400/day shall be made from the contractor.
11
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Taking out old brick bats from soakage pit/wells and removing the same out side the periphery of defence land at his own arrangements where sanitary hazards do not take place as per directions/ instructions of civil authority. Note:- Unit rate quoted by tenderer shall include taking out brick bats and removing including loading / unloading and transportation etc
4
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Loose filling with broken brick aggregates of gauge 80 to 150 mm in soakage pits/wells all as specified and directed .
4
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Dismantling of cast iron or reinforced concrete drain pipe 100 mm bore jointed in cement mortar and taking out of trenches if required all as specified and directed .
10
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Description all as per ser item No 7.00 above here in before but bore of pipe 75 mm .
3
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Cast iron (sand cast ) soil ,waste and vent pipe 100 mm dia in any length with or without ears laid in trenches or in wall with cement joint complete all as specified and directed.
10
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Description all as per ser item No 9.00 above but bore of pipe 75 mm .
3
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Cast iron (sand cast ) bends (any radius) diminishing pieces or tapers 100 mm bore.
3
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Cast iron (sand cast ) bends (any radius) diminishing pieces or tapers 75 mm bore.
3
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Cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches 100 mm bore.
2
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Description all as per irem No 13.00 above but double.
2
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Cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches 75 mm bore
3
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Description all as per irem No 15.00 above but double.
2
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Cast iron Sockets (double) collars 100 mm bore.
3
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Cast iron Sockets (double) collars 75 mm bore
5
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Demolition and breaking up PVC soil / waste drain pipe 75/110 mm bore fixed in wall.
105
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Salt-glazed stoneware gully traps of size 150mm x 150mm, square or round mouthed, type 'P' complete all as specified and directed.
4
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S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall, complete all as specified and directed.
65
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S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall, complete all as specified and directed.
40
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Supply and fix in repair vitreous china wash down water closet (Pedestal pattern) white with black seat cover with steel hinged device and complete fittings including connection to drain and to flushing pipe, anti syphonage pipe etc fixed in repair complete.
2
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S& F in repairs viterious china squatting pan 'Orissa pattern' 'white' of size 580 x 440 mm with integral foot rest , CI 'P' or 'S' trap complete including conections to trap and to flushing pipe , antisyphonage pipe etc including making good to floor, cleaning surface all as specified and directed by Engr-in-charge.
20
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Cover /lid for oval access door suitable for 100 mm bore CI bends fixed with bolts and rubber washer including painting with two coats of bituminous paint complete all as specified and directed.
5
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Demolition of brick work or stonework built in cement mortar including all quoins,arches pillars etc but excluding ashlar facings dressed stonework and precast concrete articles complete all as specified and directed..
25
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Demolition of precast RCC manhole of any shape and size and any in depth and taking down from site and disposing off at low laying area outside the periphery of defence land complete all as specified and directed.
12
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M & L for cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
5
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Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.
70
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Providing cement concrete 1:2:4 type B-1(using 20mm graded crushed stone aggregate) as surface channels and drains inside manhole, complete all as specified and directed.
2
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Taking down cement plaster on brick wall etc incl racking out joints hacking for key scrubbing down with water etc from walls fins facia etc up to 7.00 m ht, complete all as spd & directed.
300
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15 mm thick rendering in cement mortar 1:4 on fair faces of brick/concrete work, surface finished even & smooth without using extra cement complete all as specified and directed .
550
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Supply only integral water proofing compound as specified and directed .
5
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Plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in copings and like including weathering,slightly rounded or chamfered angles and throating including necessry formwork where required complete all as specified and directed.
2
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed .
17
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Precast RCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in cover slab and similar work includind necessary formwork set in cm 1:4, complete all as specified and directed .
15
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M & L for reinforced cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) 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 .
2
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Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete, complete all as specified and directed .
12
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TMT bar 8 mm dia bar 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 0.9 mm dia complete all as specified and directed.
950
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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 any type of soil. Note:-(1) The excavation work will be carried out by mannualy or mechanical means in any location/ area as directed by engr-in- charge. (2) Any dammage occur to water supply pipe line/ electric cable/existing drain/sewage line during excavation work will be make good up to satisfaction of Engr- in-charge.
100
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Description all as per item No 40.00 above but depth exc 1.50 m and not exc 3.00 metres.
50
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Description all as per item 40.00 above but depth exc 3 m but not exc 4.5 m deep.
25
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Excavation over area n. exc 1.5m deep & getting out in any type of soil.
5
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Description all as per item No 43.00 above but depth exc 1.50 m and not exc 3.00 metres.
15
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Returning, filling in, including spreading, levelling, watering & well ramming in layers n exc 25 cm with any type of soil.
156
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Removing excavated material n exc 50 m and depositing where directed at a level n. exc 1.50 m above the starting point all as directed.
39
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Demolition and breaking up drain pipes 150 /200/300 mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.
300
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-
S&F unplasticisted PVC type 'B' pipe for use in soil and waste discharge system ,160mm dia with wall thickness 4mm (min) of pressure rating 4KN/Sqm laid in tranches and joined with cement solvent including testing complete all as specified and directed Make- Jain Pipes / Ajay flowgaurd / Astral pipes
150
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Description all as per item No 48.00 above but 200 mm dia pipe.
150
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Salt-glazed stoneware drain pipe of bore 150 mm laid in trenches and jointed as trenches and jointed as trenches and jointed as specified.
145
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-
M&L for cement concrete 1:4:8 type D-2 as in concrete bed to drain pipes of bore 150/160 mm including packing under, and haunching against the sides of pipes after they are laid and tested in, complete all as specified and directed
240
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M&L for cement concrete 1:4:8 type D-2 as in concrete bed to drain pipes of bore 200 mm including packing under, and haunching against the sides of pipes after they are laid and tested in, complete all as specified and directed
140
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Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 150/160 mm internal dia pipe, complete all as specified and directed
8
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Removing the building material such as broken brick dust chipping of stone/cement concrete, sand aggregate, AC sheet scrap including necessary excavation if required at site etc to a distance of exc 100M and upto 1000M from the loading place including loading, unloading and stacking at the destination spreading and leveling at the low laying area as directed by Engr-in-Charge. Note: The building material (average) will be loosen by excavating and brought to the shape of stack for measurement before loading 0.65 cum of material will be measured as one load for all type of materials given above.
5
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Excavation for underground sewage pipe line (150/200 mm bore) where blockage exist ,not exc 2.00 m wide and n.exc 2.5 m in depth and breaking the existing sewage line with concrete bed (minimum two pipe lengths) removing the blockage, rejoining with new SGSW pipe grade ‘A’ of required length including necessary returning filling in and including cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in concrete bed including haunching to pipe to match the existing bed in situations where cleaning is not possible by rodding for any dia and any depth complete all as specified and directed by Engr-in-Charge
8
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Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level).
26
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M&L 75 mm thick sub base PCC 1:4:8 as in floor and finishing the surface even and fair to receive topping witout using extra cement all as directed by Engr-in-Charge.
3
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S&F coloured prepolished Chequered cement concrete machine pressed tiles 25 cmx25cmx22 mm thick set, jointed and pointed with grey cement and pigment incl 15mm thick scread bed in CM 1:4 as in path, complete all as specified and directed
210
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M&L 75 mm thick PCC as in plinth protection/apron/path type C-1, 1:3:6 (20 mm graded agg) finishing cement surfaces even and fair complete all as specified & directed.
40
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Notes :- (a) The contract sum shall be arrived at after deduction of amount of Schedule of Credit. (Rs. 8,650.20). (b) PERFORMANCE SECURITY :- (Refer condition 19 of IAFW-2249)
The performance security for an amount equivalent to 5% (Five percent) of the accepted contract sum shall be delivered by the successful bidder within 28 days from the date of intimation letter of acceptance and all provisions shall be applicable as per condition 19 of IAFW 2249
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