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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.9 Cr+₹11,690.40 (0.04%)Rejected-Finance 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹2.9 Cr+₹11,690.40 (0.04%) | L2 | Rejected-Finance Rate Quoted Highest |
| 3 | L3₹3.0 Cr+₹6.6 L (2.25%)Rejected-Finance | ₹3.0 Cr+₹6.6 L (2.25%) | L3 | Rejected-Finance Rate Quoted Highest |
| 4 | L4₹3.0 Cr+₹9.1 L (3.11%)Rejected-Finance | ₹3.0 Cr+₹9.1 L (3.11%) | L4 | Rejected-Finance Rate Quoted Highest |
| 5 | L5₹3.1 Cr+₹19.0 L (6.50%)Rejected-Finance | ₹3.1 Cr+₹19.0 L (6.50%) | L5 | Rejected-Finance Rate Quoted Highest |
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
10 Feb 2020, 3:00 pmClosed
Executive Engineer
Executive Engineer, Water Services Division, Kurukshetra.
Re-construction of V.R. Bridge at RD 33870 of Sirsa Branch.
2020_HRY_117151_1
10.02.2020/1
Open Tender
Civil Works
Item-rate/Agreement basic
270 days
Kurukshetra
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
Executive Engineer W.S. Division Kurukshetra
₹5.3 L
Yes
28 Apr 2020
5 Feb 2020
10 Feb 2020
5 Feb 2020
10 Feb 2020
5 Feb 2020
Amount
Dismantling of Brick work in cement. (HSR 8.5 (b)
Dismantling of Cement concrete plain 1:2:4 MI (HSR 8.6 (d)
Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material, complete in all respect. (HSR 24.37)
Dismentalling of RCC (HSR 8.6 (e)
Earth work excavation in filling all kind of soil i/c all lead lift and other allowances with average lead of 495mtr (HSR 6.2 (b)(c(i)(ii)(iii)&6.3(i)
Earth work excavation in ordinary soil with an average lead 52.5mtr undressed (HSR 6.2 (b) (c) (i).
Rehandling of Earth work an average lead 15mtr. (HSR Chapter No.6 Note-II)
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres 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 metres (HSR 6.6)
Preparing watering and ramming surface for laying concrete. Channels (Irrigation) Horizontal (HSR 10.122 (b) (i)
Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13)
Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering)including attached pilasters etc. when curved (HSR 9.5 and A&C Slip No. CZC-7 dated 04.11.2010)
Centering and shuttering for slab culverts. exceeding 3 metres but upto 6 metres span (HSR 9.18 (b)
Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth. (HSR 10.64 and A&C Slip No. 19 dated 17.08.2017)
Extra for laying concrete below 1.5 m from NSL (HSR Chapter No. 10 Note V (e)(2)
First class brick laid in cement sand mortar 1:3 in foundation and plinth. (HSR 11.5)A&Cslip No. 26 dated 25.10.2019
First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level (HSR 11.10)A&Cslip No. 26 dated 25.10.2019
Laying Dry Brick Ballast 40 mm (HSR10.117)
Extra for profile wall. (HSR 11.45 (a)
Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)
Providing and laying granular sub base with coarse graded material complete in all respect as per MORT&H specification 402 (260mm thick).
Providing and laying WBM (G-I 150mm thick)
Providing and laying specification and compacting graded stone aggregate to wet Mix macadam specification I/c premix the material with water at one in mechanical mix plant etc 100mm thick.
Laying 20mm thick premix carpet with paver.
Dry brick-on-edge paving sand grouted over50 mm thick earth and mud plaster. (HSR 14.20)
Dismantling of brick on edge. (HSR 8.5 (i)
Providing weep holes in vertical walls.N.S Item
providing and layingin position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttering finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to acceierate retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-Charge infoundation and plinth (Note: cement content considered in this item is @ 330kg/cum) HSR item No. 10.66 A&C Slip No. 30 dated 25.10.2019.
Providing and fixing premoulded bituminious joint filler, for expansion joints, including the cost of sealing compound and primer coat 25mm wide HSR item No. 24.35 (b).
Providing and fixing 100mm dia PVC rain water pipe 6 kg. pressure of ISI Mark in cement mortar during masonry work (HSR item No. 13.89 (a) New item CZC/2 dated 03.07.2009.
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.
Providing and placing in horizontal layers filtring media screened, washed and cleaned broken stone, screened, washed and graded from 50mm to 75mm (from Ghaggar or approved equivalent quarry) HSR item No. 28.50 (e).
Credit of brick bats
Credit of steel
meharchand
NARENDER MALIK
Sandhu Construction Company
Gian Sharma
ravi singla engineers and contractors
Krishna Construction Co
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