Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Dec 2024
Closing Date18 Jan 2025
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690703_1Tender No
GE/867/TOKEN/62 OF 2024-25Tender 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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Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick complete all as directed by Engineer-in-Charge.
16.02
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Removing excavated soil to a distance n.exc 50 m and depositing where directed at a level n.exe 1.5 m above the starting point complete all as directed by Engineer-in-Charge.
30.65
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Demolition and breaking up (internal dia of pipe 100/110 mm) old broken, AC, SWG soil waste and vent pipes of any bore including accessories set in cement mortar and removing rubbish from site as directed by Engineer in charge complete all as specified and directed.
390
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M&L for plain cement concrete bed 1:3:6, type C2 (using 40 mm graded stone aggregate) to drain pipe 100/110 mm bore including packing under and hunching against the sides of pipes after they laid and tested complete all as directed by Engineer-in-Charge.
190
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M&L for plain cement concrete bed 1:3:6, type C2 (using 40 mm graded stone aggregate) to drain pipe 150/160 mm bore including packing under and hunching against the sides of pipes after they laid and tested complete all as directed by Engineer-in-Charge.
200
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S&F PVC (SWR) pipes 110 mm bore single socket in any length with rubber ring joints laid in trenches complete all as specified and as as directed.
190
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S&F PVC (SWR) pipes 160 mm bore single socket in any length with rubber ring joints laid in trenches complete all as specified and as directed.
200
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Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for including cutting of reinforcement as required to facilliate demolition complete all as specified and directed.
4.5
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M & L Precast RCC 1:2:4 type B1 (using 20 mm graded stone aggreagate) as in cover slabs set in cement mortar 1:4 including all necessary form work and finishing exposed surfaces of concrete even and smooth with out using extra cement complete all as specified and directed.
2.5
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M & L TMT bars 6 to 8 mm 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 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.
179
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Demoliton of cement concrete (unreinforced) at any position any description not otherwise specifically provided for complete all as specified and directed.
2
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M & L Plain cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in benching of manholes including necessary formwork, weathering, slightly rounded or chamfered angles, finishing of exposed surfaces of concrete to even and smooth without using extra cement complete all as specified and directed.
2.2
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M & L Plain cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles, finishing of exposed surfaces of concrete to even and smooth without using extra cement complete all as specified and directed.
0.2
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M&L for PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) as in surface channels, drains including all necessary form work and forming fair finished drain or channel of any girth, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and directed.
2
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M&L for 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.
90
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M&L Cutting into the existing manhole for connecting new drain making good to pipes of 110 mm dia & rendering cutting out existing benching for and forming branch channel (½ round or ¾ section ) in cement concrete (1:2:4), Type B1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
14
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M&L Cutting into the existing manhole for connecting new drain making good to pipes of 160 mm dia & rendering cutting out existing benching for and forming branch channel (½ round or ¾ section ) in cement concrete (1:2:4), Type B1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
14
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Cleaning of existing manholes, septic tank etc by dewatering and taking out sludge and solid deposits from the septic tank and manhloes etc completely and browing the sludge and solid deposited in a nearly dug pit with in 100 mtr and covering the sludge and solid deposited etc with earth and 2cm thick lime on top surface to prevent spread of foul smell after taking out sludge and solid deposits, the inside of the septic tanks, manholes etc should be cleaned with water, complete all as specified and as directed. [Note: (i) All precautions to be taken while working in foul condition (ii) Filled up portion of sludge only shall be measured (iii) Suitable Mechnical equipment i.e. Honey sucker machine/sludge pump should be used for removing the wastes from septic tank and manhole (iv) Manual cleaning of sewers or septic tank even with protective gear and safety device is not allowed.
468
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Cleaning or existing chocked sewege line of pipe 100/110 mm bore by rodding and watering and taking out sludge through manholes etc. Complete and disposal of same to a previously dugged out pit after filling the upper surface with earth and 2cm thick lime over filled earth including sprinkling of bleaching powder, complete all as spcified and directed.
340
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Cleaning or existing chocked sewege line of pipe 150/160 mm bore by rodding and watering and taking out sludge through manholes etc. Complete and disposal of same to a previously dugged out pit after filling the upper surface with earth and 2cm thick lime over filled earth including sprinkling of bleaching powder, complete all as spcified and directed.
360
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Dismantling of old PVC (SWR), AC,SWG soil waste and vent pipe dia of any bore including accessories set in cement mortar and removing rubbish from site as directed by Engineer-in-charge complete all as specified and directed.
80
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S&F PVC (SWR) pipes 75 mm bore single socket in any length with rubber ring joints fixed to wall or laid in floors complete all as directed by Engr-in-Charge.
40
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S&F PVC (SWR) pipes 110 mm bore single socket in any length with rubber ring joints fixed to wall or laid in floors complete all as directed by Engr-in-Charge.
40
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S&F in repairs PVC (SWR) bends (any radius) suitable for 75mm bore pipe fitted with access door including jointing with solvent cement complete all as directed by Engr-in-charge.
16
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S&F in repairs PVC (SWR) bends (any radius) suitable for 110mm bore pipe fitted with access door including jointing with solvent cement complete all as directed by Engr-in-charge.
16
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S&F in repairs PVC (SWR) junction (single T) suitable for 75mm bore pipe fitted with access door, equal or unequal including jointing with solvent cement complete all as directed by Engr-in-charge.
14
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S&F in repairs PVC (SWR) junction (single T) suitable for 110mm bore pipe fitted with access door, equal or unequal including jointing with solvent cement complete all as directed by Engr-in-charge.
14
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S&F in repairs PVC (SWR) couplers suitable for 75 m bore pipe including jointing with solvent cement complete all as directed by Engr-in-charge.
4
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S&F in repairs PVC (SWR) couplers suitable for 110 mm bore pipe including jointing with solvent cement complete all as directed by Engr-in-charge.
4
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S&F in repairs PVC (SWR) reducer 110x75 mm including jointing with solvent cement complete all as directed by Engr-in-charge.
6
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S&F in repairs PVC (SWR) vent cowl 75mm complete all as directed by Engr-in-charge.
6
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S&F in repairs PVC (SWR) vent cowl 110mm complete all as directed by Engr-in-charge.
4
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M&L in repairs PVC (SWR) floor trap 75/110 mm dia plain with grating including jointing with solvent cement and making good disturbed portions of floor matching with adjoining surfaces complete all as specified and directed by Engr-in-Charge.
6
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Taking down cement plaster on brick or stone masonry surfaces of walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
90
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Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, for ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling. Complete all as specified and directed.
12
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M & L for Pre-cast cement concrete block masonry 1:2:4 Type B1 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar (1:4) complete all as specified and directed.
12
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M&L rendering 15 mm thick in CM (1:6) on fair faces of brick work or concrete surfaces to be finished even and smooth using extra cement mixed all as specified and as directed.
48
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M&L rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces to be finished even and smooth using extra cement mixed with intergral water proofing compound @ 2% by weight of cement (WPC measured and shall be paid separately) all as specified and as directed.
138
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M & L for two coats of cement base paint over a coat of primer with alkali resistant priming paint on newely plastered surfaces of wall including preparatin of walls etc. Complete all as specified and directed.
48
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M&L for three coats of white wash on new plastered surface including prepration of wall surface complete all as specified and directed.
48
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Supply only integral water proofing compound all as specified and as directed.
25.61
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Demolition of Concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level). Complete all as specified and directed.
24.9
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Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc.
16.6
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M & L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.
166
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M& L for PCC (1:4:8) type D2 (40mm graded aggregate) 150mm thick as in sub base. complete all as specified and directed by Engr-in-Charge.
166
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed
ground complete all as specified and directed.
120
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Excavating in post holes (or similar holes) each n.exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed.
40
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M&L for PCC 1:3:6 type C-2 (40mm grade aggregate) in foundation of post holes complete all as specified and directed.
8.32
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S & F mild steel angle iron for post and struts in fencing including cutting tops to shape as dircted . drilling holes notching for wire etc. flat iron flillets (for securing wire mesh etc.) including all necessary drilling, bolding or riveting , etc and similar work conforming to Fe-290 Gde E-165 all as directed and specified.
1039.38
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Supply only chain link MS galvanisd fencing, any size or type wt n.exc 4 Kg per Sqm. Complete all as specified and directed.
647.01
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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 provission of binding wire all as directed and specified.
163.8
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Supply only for mild steel round bar of Fe-410-W (grade. E-250 quality-A or Fe 290) (Gde E-165), 10mm dia as in line wire complete all as specified and directed.
191.88
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S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long 11 to 15mm complete all as specified and directed.
18.35
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M & L for Preparation of new steel surfaces of any description over 10cm in width and applying two coat of synthetic enamal paint over a coat of red oxide zink chrome primer complete all as specified and directed.
90.86
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M & L for Preparation of new steel surfaces of any description n exc10cm in width and applying two coat of synthetic enamal paint over a coat of red oxide zink chrome primer complete all as specified and directed.
48
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S & F in repair Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured).
3.12
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M & L for PCC 1:3:6 type C-2 (using 40mm graded agg) as in foundations, filling and mass concrete complete all as specified and directed.
4
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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 and fair finished surface complete all as specified and directed.
17.16
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided as in RCC Col of MS gate complete all as specified and directed.
2.11
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M&L for RCC (Nominal Mix) Type B1, 1:2:4 (20 mm graded aggregates) in foundation, including ,rafts,footing, foundation beams,plinth beams, bases for columns,etc basement slabs under reamed piles and mass concrete. Complete all as specified and directed.
1.77
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M&L for RCC (Nomial Mix) Type B1 1:2:4 (20 mm graded aggregates) in column, pillars, piers,posts and struts. Complete all as specified and directed.
2.11
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Use & 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; and similar work; vertical or to batter for fair finished surfaces. Complete all as specified and directed.
10.92
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Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces complete all as specified and directed.
21.12
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M&L for Mild steel bars 10 mm dia and over, cut to length,bent to shape required,including cranking ,bending spirally for hooping for columns,hooking ends and binding with and and including mild steel wire(annealed) not less than 0.9 mm dia or securing with clips. Complete all as specified and directed.
242.1
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M&L mild steel bars 5 mm dia and over upto and including 10 mm dia in stirrups spacers and binders complete all as specified and directed.
124.92
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M & L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing including dismantling of existing MS gate complete all as specified and directed.
849.38
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