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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹4.0 Cr+₹21.8 L (5.75%)Accepted-AOC RAM NAGAR NEW BUS STAND NARWANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹4.0 Cr+₹21.8 L (5.75%) | L2 | Accepted-AOC OK |
| 3 | L3₹4.1 Cr+₹35.1 L (9.24%)Accepted-AOC 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹4.1 Cr+₹35.1 L (9.24%) | L3 | Accepted-AOC OK |
| 4 | L4₹4.3 Cr+₹49.2 L (12.9%)Accepted-AOC 259 JAY RAM NAGAR KHAMBHAPUR ROAD FATEHPUR FATEHPUR UTTAR PRADESH 212601 | FATEHPUR | UTTAR PRADESH | 212601 | ₹4.3 Cr+₹49.2 L (12.9%) | L4 | Accepted-AOC OK |
Tender Value
Refer Docs
EMD Value
₹8.4 L
Closing Date
7 Dec 2020, 5:00 pmClosed
XEN Adampur
Canal Colony Hisar
Rehabilitation of Balak Minor from RD 2000 to 23500 under CM Anc. Code No. 17610 dt. 27.11.2016
2020_HRY_151650_1
Adampur-112020-2
Open Tender
Civil Works
Item-rate/Agreement basic
365 days
Hisar
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹8.4 L
Yes
Hisar
25 Jan 2021
25 Nov 2020
8 Dec 2020
25 Nov 2020
7 Dec 2020
25 Nov 2020
2 Dec 2020
Amount
Lining with Design mix cement concrete with machine batched and machine mixed of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick including pumping of concrete to site of laying, admixtures in recommended proportions as per IS: 9103 to accelerate in curve portion and side slope manually including cement sand slurry, form work, dressing and preparation of sub grade (HSR item No 10.64, 19.12, 19.2 & 19.15 (b). A & C slip No. 32 and 33 dated 11/11/2019. @ Rs. 343.65 per Sqm
Lining with Design mix cement concrete with machine batched and machine mixed of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick including pumping of concrete to site of laying, admixtures in recommended proportions as per IS: 9103 to accelerate in bed manually including cement sand slurry, form work, dressing and preparation of sub grade (HSR item No 10.64, 19.12, 19.1 & 19.15 (a). A & C slip No. 32 and 33 dated 11/11/2019. @ Rs. 334.82 per Sqm
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. @ Rs. 580.29 + 450% = Rs. 3191.59 per cum
Laying of 150 micron polythene sheet. N S @ Rs. 0.13 per Sqm
Supply of 150 micron polythene sheet N S @ Rs. 150.00 per Kg
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. HSR item No. 11.4. @ Rs. 424.60+ 650% = Rs. 3184.50 per cum
Dismantling Brick Work, Tile Massonry or Tile Lining and Tile Terracing in cement. HSR item No. 8.5 (b) @ Rs.35.60+550%= Rs. 231.40 per cum
Dismantling cement concrete plain 1:6:12 HSR item No. 8.6 (a). @ Rs. 22.15+ 550% = 143.98 per cum.
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. @ Rs. 1108.10 + 425% = 5817.53 per 100 cum
Cement concrete 1:6:12 with brick ballast 40 mm nominal size in foundation and plinth. HSR item No. 10.30 @ Rs. 329.65 + 450% = Rs. 1813.08 per cum.
Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation and plinth. HSR item No. 10.36 @ Rs. 385.25 + 450% = Rs. 2118.88 per cum.
Extra allowance for form work in concrete lining in bed. HSR item No. 19.15 (a). @ Rs. 194.58 per cum. A& C slip No. 33 dated 11/11/2019.
Filling expansion joints, with special Imprevious hot pour, 12 mm vide. HSR item No. 19.17. @ Rs. 0.35 + 450% = Rs. 1.92 per mtr per cm depth.
Steel reinforcement TMT bars FE-500 EQR/ FE-500 D grade or more for RCC work, where not included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all height/ depths/ storeys/ basements etc. HSR item No. 18.22 A&C Slip No. 29 Dated 25.10.2019. @ Rs. 927.05 + 500% = Rs. 5562.30 per qtl.
Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed all lead and lift withminimum lead of 1.0 Km including breaking of clods.HSR item No. 5.2 (b), 4.1 (a), note-III of chapter No.4 and 6.3 (i). @ Rs. [(12.00 + 3.00 +1.75/2 + 450%) + (45.90 + 425%)] = Rs. 89.72 per cum
Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test). HSR item No 6.2(g) (i) (iii) (-) 6.3 (i) and 6.2 (g) (v). @ Rs. [(68.10 + 32.50 (-) 45.90 + 425%) + (225.00 +135%)]= Rs. 815.92 per 100 cum.
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). @Rs. 586.60+2 x 22.65+ 45.90+425% = Rs. 3558.45 per 100 cum
First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No. 11.5 @ Rs. 461.40 + 650%= Rs. 3460.50 per cum
Supply and fixing of APM block. NS. @ Rs. 5500.00 Each.
Providing lowering, cutting jointing and testing RCC Pipe 600 mm dia NP3 class as per IS-458-2003 with Spigot & 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, gridients and levels 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 1/2 cement sand mortar and with end dowels filled with 1 : 1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No. 29.38, 29.44, 29.45 & 29.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being HSR 29.96 (v) @ Rs. 2440.00 per mtr.
Earth for lip cutting for lining of irrigation channel, inclusive of all allowances, lead and dressing up to 1.50 mtr depth.HSR item No. 19.23 (a). @ Rs. 10.00 + 550%= Rs. 65.00 per cum
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centering and shuttering in foundation and plinth. HSR item No. 10.79. @ Rs. 625.80 + 450% = 3441.90 per cum
Removing Hume/ RCC pipe 450 mm dia NP-3.HSR item No. 8.35 (b) @ Rs. 8.30 + 550% = @ Rs. 53.95 per Mtr.
Credit of dismantled brick work material. @ Rs. 540.80 per cum
Credit of dismantled tile lininig material. @ Rs. 340.00 per cum
Credit of RCC pipe 450 mm dia NP-3. @ Rs.1708.00 per mtr.
Raghbir Singh Contractor
meharchand
M/S LAXMI CONSTRUCTION CO.
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