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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹32.4 L+₹41,752.72 (1.31%)Accepted-AOC 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | L2 | Accepted-AOC OK |
Tender Value
Refer Docs
EMD Value
₹56,780
Closing Date
17 May 2021, 3:00 pmClosed
EXECUTIVE ENGINEER
CONSTRUCTION DIVISION NO 7 CANAL COLONY HISAR
REMODELLING OF PARTAMAL MINOR AS UNDERGROUND RCC NP2 PIPELINE FROM RD 0 TO 6000 TAIL
2021_HRY_171057_1
2118/4A DATED 26/04/2021
Open Tender
Civil Works
Works
120 days
HISAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹56,780
Yes
16 Jun 2021
7 May 2021
19 May 2021
7 May 2021
17 May 2021
7 May 2021
Amount
E/work excavation in ordinary soil with a combined lead upto 15 mtrs including breaking of clods, undressed earth work with all other allowances complete in all respect as per approved drawing/design and P.W.D. specifications and as per direction of Engineer in-charge as per HSR item No.6.2 (b)
Providing,lowering,laying,cutting,jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED 600 mm dia RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage,loading,unloading, stacking,handling,re-handling etc complete in all respect to the satisfaction to the Engineer-in-charges as per HSR item No.28.60
Providing,lowering,laying,cutting,jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED 450 mm dia RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage,loading,unloading, stacking,handling,re-handling etc complete in all respect to the satisfaction to the Engineer-in-charges as per HSR item No.28.60
Providing,lowering,laying,cutting,jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED 300 mm dia RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage,loading,unloading, stacking,handling,re-handling etc complete in all respect to the satisfaction to the Engineer-in-charges as per HSR item No.28.60
E/work excavation in foundations and trenches etc. in all kinds of soils not exceeding 2 mtrs depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 Cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 mtrs complete in all respect as per direction of Engineer in-charge as per HSR item No.6.6
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth, including supply of all materials i.e. fine sand for F.M 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete in all respect as per approved design/drawing and P.W.D specifications and as per directions of the Engineer in-charge as per HSR item No.10.40
1st class brick work laid in cement sand mortar 1:3 in foundation and plinth, including supply of all materials i.e. bricks confirming to 1st class specifications, fine sand for F.M 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete as per approved design/drawing and P.W.D specifications complete in all respect and as per directions of the Engineer in-charge as per HSR item No.11.5 A&C slip No. 26 issued on 25.10.19
12 mm thick Cement plaster 1:4 cement sand mortar on brick walls including supply and carriage of all materials i.e. Ordinary Portland Cement, fine sand for FM-1 and water supply arrangement for mortar and curing complete in all respect as per approved design and drawing to the satisfaction of the Engineer in-charge as per HSR item No.15.5 A&C slip No. 26 issued on 25.10.19
Dismantling of Brick Masonry/tile lining laid in cement sand mortar and sorting & stacking of serviceable materials in stacks within 100 mtrs distance and disposal of waste material from the site as per direction of Engineer in-charge in existing lining as per HSR item No.8.5(b)
Cement Concrete 1:4:8 with brick ballast 40 mm nominal size in foundation and plinth, including supply of all materials i.e. fine sand for F.M 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete in all respect as per approved design/drawing and P.W.D specifications and as per directions of the Engineer in-charge as per HSR item No.10.36
Cement Concrete 1:6:12 with brick ballast 40 mm nominal size in foundation and plinth, including supply of all materials i.e. fine sand for F.M 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete in all respect as per approved design/drawing and P.W.D specifications and as per directions of the Engineer in-charge as per HSR item No.10.30
1st class brick work laid in cement sand mortar 1:4 in foundation and plinth, including supply of all materials i.e. bricks confirming to 1st class specifications, fine sand for F.M. 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete as per approved designed/drawing and P.W.D. specifications and as per directions of the Engineer in-charge as per HSR item No.11.4 A&C slip No. 26 issued on dt. 25.10.19
Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth, including supply of all materials i.e. fine sand for F.M 1, Ordinary Portland Cement, stone aggregate and water supply arrangement, curing and all required T & P items complete in all respect as per approved design/drawing and P.W.D specifications and as per directions of the Engineer in-charge as per HSR item No.10.41
Reinforced Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement, centering & shuttering in foundation and plinth including supply of all materials i.e. fine sand for FM-1, Ordinary Portland Cement, stone aggregate and water supply arrangement, curing and all required T & P items complete in all respect as per approved design/drawing and P.W.D specifications and as per directions of the Engineer in-charge as per HSR item No 10.79
Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for Reinforced Cement Concrete works, where no including in the complete rate of RCC including straightening, bending, binding, wastag, overlaps, welded joint, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position as per approved design and drawing for all hights/depths/storeys/ basements etc. for the work complete in all respect to the satisfaction of the Engineer in-charge as per HSR item No.18.22 and A&C No.29 dated 25.10.2019
Centring and shuttering for slab culverts exceeding 3 meter but upto 6 meters span as per approved drawing and design including cost of all materials and T & P articles required complete in all respect to the satisfaction of the Engineer in-charge as per HSR item No.9.18 (b)
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) as per approved drawing and design including cost of all materials and T & P articles required complete in all respect to the satisfaction of the Engineer in-charge as per HSR item No.9.13
Providing and fixing SFRC Manhole covers and frames marked with IS : 12592 including setting the same to correct lines and levels in 1:2 cement sand morter over manhole including carriage loading, unloading stacking handling rehandling etc. Extra heavy duty set (EHD-35) 560 mm clear opening complete in all respect to the satisfaction of Engineer-in-charge as per HSR item No.29.94
Providing and fixing STEEL BAR EMBEDDED PLASTIC STEPS OF SIZE 263 MM X 165 MM of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3mm thick Polypropylene polymer confirming to IS: 10910 encapsulated on 12 mm dia ribbed steel bars per IS: 1786 The Rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage,loading, unloading, stacking, handling, re-handling etc. Coomplete in all respects to the satisfaction of E.I.C , HSR item No. 29.28
Supply & Laying of MS pipes upto 200 mm dia for outlets
Wrought iron and mild steel using angles, flats, square bars, tee and channels ladders grills, grating frames, window quards, iron doors openable or fixed stair case or parapit or any other type of railing including cost of screw and welding rods or bolts and nuts complete fixed in position as per HSR item No,18.12
Cement pointing 1:3 deep veriety on brick and tile work including supply and carriage of all materials i.e. Ordinary Portland Cement, fine sand for FM-1 and water supply arrangement for mortar and curing complete in all respect as per approved design and drawing to the satisfaction of the Engineer in-charge as per HSR item No. 15.61 A&C slip No. 26 issued on dt. 25.10.19
Preparation of plastered or Concrete surfaces for painting, including sand papering applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete in all respect as per item No.16.24
Painting 2 coats with ready mixed exterior paint in all shades on newly plastered or concrete surface of walls as per HSR item No. 16.26
Painting new letters & figures of any shades with synthetic enamal paint black or any other approved colour to give an even shade in English & Roman as per HSR item No. 16.66 (b)(i)
Painting new letters & figures of any shades with synthetic enamal paint black or any other approved colour to give an even shade borders & arrows upto 6 Cm in width as per HSR item No. 16.66 (c)
Painting new letters & figures of any shades with synthetic enamal paint black or any other approved colour to give an even shade in Hindi as per HSR item No. 16.66 (a)
Credit for old available Bricks/brick bats from dismantling
M/s Balaji Construction Company
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