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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 CrAccepted-AOC | L1 | Accepted-AOC LOI for 51 Percent of Work to Ms.MAA KELA ENTERPRISES | |
| 2 | L2₹64.9 Cr+₹3.0 Cr (4.92%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹65.5 Cr+₹3.6 Cr (5.89%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹65.5 Cr+₹3.7 Cr (5.96%)Rejected-AOC DISTT BARMER | BARMER | L4 | Rejected-AOC L4 | |
| 5 | L5₹71.5 Cr+₹9.6 Cr (15.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹59.6 Cr
Closing Date
23 Feb 2022, 4:00 pmClosed
Chief General Manager(Comm)
Bridge and Roof Co. (India) Ltd Kankaria Centre (4TH/5th Floor) 2/1 Russel Street Kolkata 700 071
CIVIL WORK FOR TANK FOUNDATIONS AND ASSOCIATED CIVIL WORK OF PKG- 5 TANKAGE CONTRACT INCLUDING SUPPLY OF ALL MATERIALS, CONSUMABLES, EQUIPMENTS, MACHINERIES ETC FOR RAJASTHAN REFINERY PROJECT (RRP) OF M/S HRRL
2022_BandR_671752_1
BandR/HO/71126/CIVIL/BARMER TANK/PKG-5/01
Open Tender
Civil Works
Works
300 days
Rajasthan Refinery Project of Ms.HRRL
As Per Tender Document
17 documents required · 17 mandatory
₹29,500
Yes
Bridge and Roof Co.India Ltd
Exempted
7 Apr 2022
3 Feb 2022
24 Feb 2022
3 Feb 2022
23 Feb 2022
3 Feb 2022
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.1 | CIVIL WORK | - | - | - | - |
| 1EARTH WORK (REFER SPECIFICATION NO. 6-68- 0003) | |||||
| 1.1 | Earth work in excavation in all kinds of soil except hard rock requiring blasting for foundation trenches of storage tanks, for a depth upto 1.5 Mtr including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading including trimming of sides of the excavation, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water by using well pond dewatering syastem, if any, and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. Thick, consolidating each deposited layer by ramming watering, dressing to level and grade complete in all respects as per specification. Note:- Quantity of excavation shall be measured and paid based on diameter of excavation mentioned in construction drawings. Extra excavation for making slope shall not be measured and paid. . | 86,281 | CUM | 108 | ₹93,18,348 |
| 1.2 | Earth work in excavation in all kinds of soil except hard rock requiring blasting for foundation trenches of storage tanks, for a depth beyond 1.5 mtr and upto and inclusive 4.0 Mtr including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading including trimming of sides of the excavation, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water by using well pond dewatering system, if any, and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. Thick, consolidating each deposited layer by ramming watering, dressing to level and grade complete in all respects as per specification. Note:- Quantity of excavation shall be measured and paid based on diameter of excavation mentioned in construction drawings. Extra excavation for making slope shall not be measured and paid. . | 95,366 | CUM | 171 | ₹1,63,07,586 |
| 2 | Providing and installing approved type of "SHORING AND STRUTTING" by for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. | 4,567 | SQM | 360 | ₹16,44,120 |
| 3 | Supply and construction of WMM placed in layers of MAXIMUM 150mm loose thickness compacted to 85% of relative density as per IS:2720 Part-XIV including all material, labour, equipments, transportation, tests, lead and lift as per approved drawing, specification and directions of Site Engineer/Engineer-in-Charge complete upto the satisfaction of Engineer-in-Charge ans compacted well with vibratory roller of weight 8 to 10 Ton or more at optimum moisture content. Note:- Soil stratum at excavated levels for Tanks pads shall be throughly examined before starting the soil replacement work for Tank Pad foundations. Bottom of Excavated Pit shall be compacted well with vibratory roller of weight 8 to 10 Ton or more at optimum moisture content. Incase any loose/soft soil pockets are met below the excavation level, the same shall be replaced completely with WMM. Ground Water Table shall be lowered to a minimum depth of 1.0 Mtr below bottom of excavated pit prior to commencement of Ground improvement work by adopting suitable dewatering system. | 1,75,930 | CUM | 1,071 | ₹18,84,21,030 |
| 4 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any
other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or
smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggaregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR | 16,046 | CUM | 3,870 | ₹6,20,98,020 |
| 5 | Providing and laying REINFORCED CEMENT CONCRETE OF M-35 GRADE conforming to impermeable , self compacting with min cement content mentioned in the HRRL's /EIL's Technical Bidding document attached herewith and with approved brand of bipolar concrete penetrating corrosion inhibiting admixture as per Specification with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. | 9,460 | CUM | 4,770 | ₹4,51,24,200 |
| 6 | Providing and laying REINFORCED CEMENT CONCRETE OF M-35 GRADE conforming to impermeable , self compacting with min cement content mentioned in the HRRL's /EIL's Technical Bidding document attached herewith and with approved brand of bipolar concrete penetrating corrosion inhibiting admixture as per Specification with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER-STRUCTURE (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. | 2,837 | CUM | 5,130 | ₹1,45,53,810 |
| 7 | Supplying and placing in position HIGH YEILDSTRENGTH DEFORMED STEEL BARS
REINFORCEMENT of Grade Fe500 (D) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to
required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. Note:-Lapping and chair bars provided for reinforcement work shall not be measured and paid | 1,257 | MT | 57,150 | ₹7,18,37,550 |
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