Military Engineer Services Tender
View complete overview of Manipur MES Tender
Costs
EMD
₹ 60,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_652333_1Bid Award Id
ViewTender No
8588/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
REPAIRS TO HARDSTANDING, INTERLOCKING PATH, CHEQURED TILES, PCC PATH, SOUCER DRAIN, BREST WALL, RETAINING WALL AND ALLIED WORK AT UPPER LKG MIL STN AND CENTRAL SECTOR
BOQ Items
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Demolition of RCC of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition).incl removing the debris out side the premises of MoD land of deposting at low laying area complete all as specified and directed
5
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Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles and removing unserviceable materials from site of work complete all as specified and directed.
38.6
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Taking down cement plaster of any description from brick wall surfaces etc including racking out joints and hacking for key, scrubbing down with water complete all as specified and directed.
200
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M&L cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
15
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M&L for PCC 1:3:6 type C1 (using 20mm graded aggregate) as in coping incl necessary formwork etc complete all as specified and directed.
3
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M&L for brick work with subclass ‘B’ bricks, (locally available best quality) old size bricks straight or curved on plan exc 6 m means radius, built in cement mortar (1:6) complete all as specified and directed.
10
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Ditto all as per Sl item No. 8.00 here-in-above but except brick (NOTE: Seviceable brick obtained from demolition under Sl item No 4.00 here-in-above shall be reused under the item)
3
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M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cm (1:6) complete all as specified and directed.
19.6
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Ditto all as per Sl item No. 10.00 here-in-above but except stone (NOTE: Seviceable stone obtained from demolition under Sl item No 4.00 here-in-above shall be reused under the item)
6
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Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc. 20mm granite or trap stone. complete all as specified and directed.
7.5
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M&L for Raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses in cement mortar ( 1:4) complete all as specified and directed.
30
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M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in ,bond stone including necessary formwork complete all as specified and as directed.
3
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M & L for boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and as directed.
6
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M & L Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface fair and evenwithout extra using cement complete all as specified and directed.
200
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Supply only water proofing compound complete all as specified and directed.
17.04
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M&L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in benching of drain complete all as specified and directed.
7
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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, mitered /stopped ends etc. complete all as specified and directed.
200
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S&F in repair 75mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints and fixed to wall with steel clamps or in floor as in waste/soil pipe complete all as specified and directed.
25
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M&L Reinforced cement concrete (nominal mix) Type B1 1:2:4 (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like;any thickness; above top of footings; complete all as specified and directed.
2
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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 batter finished surface of concrete flat complete all as specified and directed .
9
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M&L for RCC 1:2:4 type B-1(using 20 mm graded crushed stone aggregate) nominal mix as in columns, pillars, piers, posts and struts finished fair and even complete all as specified and as directed.
2
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M&L for formwork to side of pillars, posts, struts, piers, columns and stanchions for square, rectangular fair finished surfacescomplete all as specified and directed.
8
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M&L for 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.
280
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M & L for 75 mm thick cement concrete type C-2 1:3:6 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed by the Engineer-in-Charge
600
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Dismantling floor, hearth , chequred tiles, interlocking tiles including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
461
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M & L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with gray cement and pigment complete all as specified and directed.
209
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M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
10
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M&L for precast cement concrete chequred tiles (ISI approved) of size 300mm x300mm x25mm thick, set and jointed and pointed in neat cement slurry in floor with grey cement and pigment including 15mm thick screed bed or bedding layer in cement mortar (1:4) complete all as specified and directed.
252
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M&L for precast RCC 1:2:4 type B 1 as in cover slab for manhole etc with plane faces complete all as specified and directed by Engineer-in-Charge.
1
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M&L for 100 mm thick plain cement concrete type B 2, 1:2:4 (using 40mm graded stone agg) as in flooring and finishing the cement concrete surface even and smooth without using extra cement complete all as specified and as directed.
50
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M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound bitumen mastic grade 'A' complete all as specified and directed.
5.6
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M&L for forming Construction joints 30mm deep x 10mm wide, filled with sealing compound bitumen mastic grade 'A' complete all as specified and directed.
2.8
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M&L for MS 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 complete conforming to Fe- 410 (Gde E- 250) complete all as specified and directed.
80
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M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
3
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M&L for Preparation of old surfaces of concrete of any description over 10cm girth or width, not otherwise described apply one coat of synthetic enamel paint all as per directed by Engr-in-Charge.
550
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M&L for preparation of new or previously untreated surfaces of steel of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
19.3
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M&L for preparation for new or previously untreated plastered surface of walls and applying two coats of cement base paint over one coat of primer complete all as specified and directed.
200
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