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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC HOUSE NO 2067 SECTOR 2 3 DISTT ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹1.8 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.0 Cr+₹15.1 L (8.23%)Rejected-Finance 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | ₹2.0 Cr+₹15.1 L (8.23%) | L2 | Rejected-Finance HIGHER BIDDER |
| 3 | L3₹2.0 Cr+₹20.4 L (11.1%)Rejected-Finance DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹2.0 Cr+₹20.4 L (11.1%) | L3 | Rejected-Finance HIGHER BIDDER |
| 4 | Rejected-Technical 2162 SECTOR 1 4 NEAR URBAN HEALTH CENTER HISAR 125001 | HISAR | HARYANA | 125001 | - | - | Rejected-Technical NOT ELIGIBLE |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
21 Dec 2021, 5:00 pmClosed
Executive Engineer
Rohtak W/S Division Rohtak
Re construction of bridges, new Head and others from RD 0 to 25472 (Tail) of New Nindana Minor.
2021_HRY_199655_1
13381-400/5AC dt. 10/12/2021
Open Tender
Civil Works
Item-rate/Agreement basic
365 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹4.6 L
Yes
Rohtak
21 Jan 2022
13 Dec 2021
22 Dec 2021
13 Dec 2021
21 Dec 2021
13 Dec 2021
16 Dec 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means or areas exceeding 30 cm in depth 1.5 mtr in width as well as on plan) incluling getting out and disposal of excavated earth lead up to 50 mts and lift up to 1.50 mts as directed by Engineer- in-charge. as per HSR Item No 4.12.1 for all kind of soils
Centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases of columns HSR Item No 6.29.1
Providing and laying in position ready mixed plain cement concrete M-15 with cement content @ 240 Kg per cum as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transite mixer for all leads having continuous agitated mixer manufactured as per mix design of specified grade for plain cement concrete work including pumping of R.M.C. from transit mixer to site of laying and curing excluding the cost of centering shuttering and finishing including cost of curing admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability with out imparing strength and durability as per direction of the Engineer-in-charge for all works up to plinth level as per HSR Item No 6.22.2.2 and note
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement contents as per approved design mix, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablilty with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works up to plinth level. HSR Item No 6.25.1 and note
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement contents as per approved design mix, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablilty with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works above plinth level up to floor iv level HSR Item no 6.25.2 and note
Centering and shuttering including strutting propping etc and removal of form work for column/ pillar and abudments (any thichness) including attached pilasters, butteresses, plinth and shuttering courses, fillets, kerbs and steps etc. HSR Item No 6.29.3
Centering and shuttering including strutting propping etc and removal of form work for suspended floors, roofs, landings, balconies, and access platforms. HSR Item No 6.30.3
Centering and shuttering including strutting propping etc and removal of form work for retaining walls, return walls, walls (any thichness) including attached pilasters, butteresses, plinth and shuttering courses, fillets, kerbs and steps etc. HSR Item No 6.29.2
Providing & filling joint sealing compound as per drawing and MORT&H specifications with coarse sand 6% bitumen by weight 10 mm depth as per HSR item No. 27.51.4 @ Rs 29 per running mt
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth cement mortar 1:3 (1 cement : 3 course sand) as per HSR Item No 15.6.1
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth cement mortar 1:6 (1 cement : 6 course sand) as per HSR Item No 15.6.4
Cement pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) flush / Ruled / Struck or weathered pointing (HSR item No.11.25.1)
10 mm Thick cement sand plaster 1:3 HSR Item No 11.4.2
Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carrriage of all material, labour charges, scaffolding, sundries etc complete as per HSR Item No 11.58
Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for RCC work including staightening, cutting, bending, binding, placing in position and binding, wastage, overlaps, welding joints, spacer bars, chairs, stays, hangers and annealed steel wire etc complete as per HSR Item No 6.33.6, 6.34.6 and note
Providing and fixing drainage spouts in slab. NS Item
Advance direction sign board 1200x900 square as per IRC 87 - 2012 with retro reflective Sheeting as per ASTM D 4958 09 and as per IRC 67-2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy revets @ 200 mm c/c to back suported on a square hollow steel secton post 60x60x3.2 mm confirming to IS 4923 with out cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per clause 801 of MORT&H specifications Supplier shall provide a warranty as per clause 6.9 of IRC 67 -2012 for retro reflective sheeting and a certificate copy of test reports from an independent test laboratory inculding three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67 -2012. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 HSR Item N.S. (Market rate)
Back filling behind abutments, wing walls, and return walls complete as per drawing and MORT&H specifications with sandy materials as per HSR Item No 27.16.2
Excavating, Supplying and filling of local earth (including royality) by mechanical transport from nearest available sources also including ramming and watering of the earth in layers and not exceeding 20 cm in trenches, plinth, sides of foundation etc complete as per HSR Item No 3.1.2
Earth work excavation in ordinory soil undressed for dismentling of diversion & excavation of drain with a combined lead of 30 mts as per old HSR Item no 4.32
Extra for laying earth as per specification for compaction in 25 cm layers dressing, watering the earth, rolling to specifications with road roller/sheep foot roller and tractor or any other like machinery complete in all respect as per estimate sanctioned vide CE/LCU 5503 dated 24/09/2021.
Structural single section, fixed with or without connecting plates, including cutting, hoisting, fixing in position and applying priming coat of approved steel primer all complete as per HSR Item No 13.27
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete HSR Item No 13.31
Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR Item No 14.1
Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means HSR Item No 14.2
Extra allowance for providing templets in curved portion of lining. HSR Item No 14.15
Providing lowering cutting jointing and testing RCC pipe class NP-3 as per IS-458-2003 with spigot and socketed joints manufacturd with ISI marked sulphate resitance cement as per ISI 12330 with rubber rings ISI marked antitenmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches , if required jinting with rubber rings in trenches and jointing with 1:3/2 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 descibed in item no 21.38, item 21.44, item 21.45 and 21.46 including cartage loading and unloading complete in all respects, the internal diametric of sewer being 1200 mm dia. as per HSR Item no 21.95.10
Providing lowering cutting jointing and testing RCC pipe class NP-3 as per IS-458-2003 with spigot and socketed joints manufacturd with ISI marked 350 mm dia as per HSR Item No 21.95.1
Providing and fixing GI pipe 50 mm to 200 mm dia pipe NS item
Removing hume pipes NP-3 including excavation and taking out the pipes manually/ mechanical means and stacking the pipes within standard lead as oer direction of Engineer-in-charge above 600 mm dia HSR Item No 5.53.2
Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. HSR Item No 10.34
Providiing and fixing gates and gearing rate approved by CE/LCU/PKL No. 6561/3LCU dated 26/11/2021
Scarifying Existing Bituminous road Surface to a depth of 50 mm by Mechanical Means and disposal of scarified material with in all lifts and lead up to 1000 metres as per technical clause 202 of MORT&H specifications
Demolishing of brick work in cement mortar manually/ mechanical means including stacking of serviciable material and disposal of unserviciable material with in 50 mts lead as per direction of Engineerin-charge HSR Item No 5.7.4
Demolishing dry brick pitching in floors, drains etc including stacking of serviciable material and disposal of unserviciable material with in 50 mts lead HSR Item No 5.6
Demolishing cement concrete manually/ by mechanical means including disposal of material with in 50 mts lead as per direction of Engineer-in -charge nominal concrete 1:2:4 or leaner mix (including equivalent design mix) HSR Item No 5.23.2
Demolishing RCC work manually / by mechanical means including stacking of steel bars and disposal of unserviciable material with in 50 mts lead and cutting reinforcement bars as per HSR Item No 5.25
Credit of old and dismentled brick work
Credit of RCC pipes NP-3 @ 80% of supply rate
Credit of old and dismentled iron bars
Credit of earth at item No. 20
M/S SHREE BALAJI BUILDERS
The Tibba Dana Sher Co op L and C Society Ltd
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