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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC 681 18 EKTA NAGAR SAFIDON ROAD JIND 126102 | JIND | JIND | HARYANA | 126102 | ₹5.2 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹5.2 Cr+₹16,290.56 (0.03%)Rejected-Finance RAM NAGAR NEW BUS STAND NARWANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹5.2 Cr+₹16,290.56 (0.03%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.3 Cr+₹7.6 L (1.44%)Rejected-Finance HOUSE NO 399 NEAR UNION BANK BARWALA 125121 | HISAR | HARYANA | 125121 | ₹5.3 Cr+₹7.6 L (1.44%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.6 Cr+₹31.2 L (5.96%)Rejected-Finance 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹5.6 Cr+₹31.2 L (5.96%) | L4 | Rejected-Finance L4 |
Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
9 Jan 2020, 1:00 pmClosed
Executive Engineer
Kaithal W.S Division Kaithal
Remodeling of Khanouri minor RD 25500-89700 tails of taking at RD 94625 of Saraswati Disty.
2019_HRY_113815_1
9568-90/37A dated 11/12/2019
Open Tender
Civil Works
Works
180 days
Canal Colony Kaithal
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
Yes
Executive Engineer, Kaithal W.S. Division, Kaithal
₹10.2 L
Yes
Kaithal W.S Division Kaithal
27 Apr 2020
31 Dec 2019
10 Jan 2020
31 Dec 2019
9 Jan 2020
31 Dec 2019
3 Jan 2020
Amount
Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side 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 metres. HSR item No. 6.6.
Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation & plinth. HSR item No 10.38.
First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No. 11.5
1st class brick work in CM 1:3 above plinth level upto 4Mtr. Height HSR 11.10
1st class brick work in CM 1:4 above Foundation and plinth level HSR 11.4
Cement concrete 1:6:12 with stone aggregate 20 mm nominal size in foundation & plinth. HSR item No 10.33.
Dressing side slope and preparation of sub grade in side lining HSR item no. 19.2 A&C slip No.33 Dt 11.11.2019
Cement concrete 1:2:4 (plain) with stone aggregate 20 mm nominal in foundation and plinth. HSR item No. 10.41
Cement pointing 1:2 deep variety on brick walls. HSR item No. 15.60. A&C Slip No. 26 Dt. 25.10.19
Steel reinforcement TMT bars FE-500 WQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including stragting,bending, binding,wastage,overlaps,welded joints,spacer bars,chairs,stays,hangers and annealed steel wire etc. and placing in position complete in all respects fro all heights/depths/storeys/basements etc.HSR No. 18.22 A & C Slip No. 29 Dt. 25/10/2019
Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced cement concrete work but excluding steel reinforcement centring and shuttering infoundation and plinth. HSR item No. 10.79 and 10.95 (a).
Preparing, watering and ramming surface for laying concrete for channel horizental HSR item No. 10.122 (a)
Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed with all lead and lift with minimum lead of 1.00 Km including breaking of clods. HSR item No. 5.2 (b), 4.1 (a), note-III of chapter No.6 and 6.3 (i).
Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 30 metres including breaking of clods. (HSR item No. 6.2 (b) (c) (i) and 6.3(i).
Providing gate and gearing as approved specification and design (NS)
Design mix cement concrete of grade M-15 with minimum cement contents 240 kg per cum in foundation & plinth. HSR item No. 10.64 and A&C slip no 19 dated 17.08.2017.
Lining with Design mix cement concrete of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick in curve portion and side slope with paver including cement sand slurry, dressing and preparation of sub grade (HSR item No 10.64, 19.12 & 19.2
Providing and laying in position machine batched and machine mixed design mixed M.25 grade cement concrete for reinforcee cement concrete, using cement contain as per approved design mixed, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforcement, included admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve work ability without imparing strength,durability as per direction of Engineer-In -Charge in foundation and plinth. (note: cement content consider in this item is ) HSR no. 10.66 A & C slip No. 30 Dt 25/10/2019
Providing and laying in position machine batched and machine mixed design mixed M.25 grade cement concrete for reinforcee cement concrete, using cement contain as per approved design mixed, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforcement, included admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve work ability without imparing strength,durability as per direction of Engineer-In -Charge in foundation and plinth. (note: cement content consider in this item is @ 330 kg/cum.) HSR no. 10.73 A & C slip No. 30 Dt 25/10/2019
Dismantling Brick Work, Tile Massonry or Tile Lining and Tile Terracing in cement. HSR item No. 8.5 (b)
Providing making drain holes in slab of bridge N.S.
Providing weep holes N.S.
Providing and placing in horizontal layer filtering media screen, washed and cleaned sand for filling with avg. lead 70 KM ( size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0 mm)
Providing and placing in horizontal layer filtering media screen, washed and cleaned bajri (coarsed) from 20 mm to 25 mm ( from Ghaggar or approved equivalent quarry) HSR No. 28.50 (d)
Providing and laying in position machine batched and machine mixed design mixed M.25 grade cement concrete for reinforcee cement concrete, using cement contain as per approved design mixed, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforcement, included admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve work ability without imparing strength,durability as per direction of Engineer-In -Charge in foundation and plinth. (note: cement content consider in this item is
Providing and fixing premoulded bitumen joints filler for expension joints including the cost of cealing compound and primer coat HSR Item No. 24.35 (b) 25mm wide
Dismantling cement concrete plain 1:4;8. HSR item No. 8.6 (b).
Restoring of road cut, in level with existing road surface, including preparation of sub grade laying and re-laying of soling and laying and consolidation of wearing coats to water bound macadam specification, and laying 20 mm thick pre mix carpet, on top including cost of tack and seal coat, complete in all respect. HSR item No. 24.38
Dismantling of road including soiling and wearing coat ,screening and stacking of old servicable material complete HSR 24.37
Extra allowance for form work in concreate lining in bed (for coping) HSR19.15(a) A&C Slip No. 33 Dt. 11/11/2019
Dismantling dry brick work, tile masnory or tile lining and tile terracing HSR Item No. 8.5 (i)
Dismantling ,Removing of Hume Pipe NP3 600mm Dia HSR8.35(b)
Earth work excavation in ordinary soil exclusive of compensation of earth undressed with a combind lead 30 m including breaking of clods. HSR item No. 6.2 (b),9c) (1)
Extra for compaction earth work as per specification HSR item No. 6.2 (g) (i)-6.3(i)+6.2 (g)(ii)+6.2 (g)(v)
Centering and shuttering for slab culverts upto 3 metres span HSR item No. 9.18 (b).
Shuttering for faces of concrete foundation and foundation beams (vertical or battering). HSR item No. 9.13.
Centring and shutering for faces of walls, partitions, retaining walls, well steining and the like ( vertical or battering) including attached pilasters, butteresses.HSR item No. 9.5.
Filling expansion joints, with special Imprevious hot pour, 12 mm vide. HSR item No. 24.34
Dismantling reinforced cement concrete with cleaning and straigthening and cutting of bars if required HSR item No. 8.6 (e)
Dry brick on edge paving sand grouted over 50mm thick earth and mud mortar HSR Item no. 14.20
Providing, lowering, cutting, jointing and testing RCC 600 mm dia pipe class-NP-3 as per 458-2003 with spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1.5 cement sand mortar and with enddowels filled with 1:1.5 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot and socket joints cutting and finishing the cut surface to uniform finish etc. as fully described in HSR item No. 29.38, 29.44, 29.45 & 29.46 including cartage, loading and uploading complete in all respect. HSR item No. 29.96 (v) A&C Slip No. 14 dated 19.08.2015.
12mm thick cement plaster laid 1:3 on wall HSR 15.4
Preparation of cement plaster or concreate surface complete HSR 16.24
Painting two coat with exterior paint acyrlic emu lsion paint HSR 16.26
Paintin new letter as figure of any shade with synthetic enemal paint block any other approved colour to give an even shade in ENGLISH And ROMAN HSR 16.66(b)
Paintin new letter as figure of any shade with synthetic enemal paint block any other approved colour to give an even shade in HINDI HSR 16.66(a)
Providing and fixing APM Block (N/S)
Credit of steel scrap
Credit of dismantled brick work material.
Credit of RCC pipe NP3 600mm Dia
Raghbir Singh Contractor
M/s Bishan Parkash and Company
meharchand
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