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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 CrAccepted-AOC | ₹42.2 Cr Quoted ₹45.1 Cr | L1 | Accepted-AOC Financial Bid Accepted at the Rate of
Rs.421699642.80 |
| 2 | L2₹49.0 CrRejected-Finance | ₹49.0 Cr | L2 | Rejected-Finance L2 Higher Rate Quoted |
| 3 | L3₹51.0 CrRejected-Finance | ₹51.0 Cr | L3 | Rejected-Finance L3 Higher Rate Quoted |
| 4 | L4₹51.6 CrRejected-Finance 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹51.6 Cr | L4 | Rejected-Finance L4 Higher Rate Quoted |
| 5 | lL5₹51.7 CrRejected-Finance | ₹51.7 Cr | lL5 | Rejected-Finance L5 Higher Rate Quoted |
Tender Value
₹54.8 Cr
EMD Value
₹50 L
Closing Date
11 Feb 2020, 12:00 pmClosed
S.E., Azamgarh Circle, P.W.D., Azamgarh
S.E., Azamgarh Circle, P.W.D., Azamgarh
Village Hajipur Khadelia on Mahula Garhwal Bandh in Azamgarh pproach road, Additional approach road and protection works on the Ghaghra River (Gola Ghat) of Gola Bazaar.
2020_CEUAZ_431299_1
64 /SE Tender/Azamgarh Circle /2020 DT. 09-01-2020
Open Tender
Civil Works
365 days
Azamgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
Payment by E-Tender Portal through NIC
₹50 L
S.E., Azamgarh Circle, P.W.D., Azamgarh
6 May 2020
5 Feb 2020
12 Feb 2020
5 Feb 2020
11 Feb 2020
5 Feb 2020
5 Feb 2020
Amount
Approach Road / Additional Approach/ Protection Work/Guide Bund
Construction of embankment with approved material obtain from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Lead upto 5.00 km) (excluding cost of GST)
Approach Road
Additional Approach Road
Guide Bund
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lift 1.50m and lead 1000m as MORTH specification clause 301 (excluding cost of GST)
Approach Road
Guide Bund
Construction of granular sub-base (Grade-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (excluding cost of GST)
Approach Road
Additional Approach Road
Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm to water bound macadam (WBM Grade-2) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (excluding cost of GST)
Approach Road
Additional Approach Road
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM G-3) 53mm to 45mm stone ballast specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of B-Type screening/ binding Materials @0.18cum per 10sqm to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per Technical Specification clause 404. (7.50cm compacted thickness) (excluding cost of GST)
Approach Road
Additional Approach Road
Providing and applying prime coat with bitumen emulsion medium setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoRTH specifications. (including emulsion but excluding cost of GST)
Approach Road
Additional Approach Road
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification clause No. 503 (including bitumen but excluding cost of GST)
Approach Road
Additional Approach Road
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm (13.2mm & 11.2mm in 2:1) aggregates either using penetration grade bitumen VG-10 @1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled/Tendom roller 8-10 tonne capacity, finished to required level and grades as per specification clause 511. (including bitumen but excluding cost of GST)
Approach Road
Additional Approach Road
Providing and laying of premix sand seal coat type-B with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 2.36mm size @0.06cum per 10 sqm and penetration bitumen VG-10 @6.80kg per 10 sqm as per clause No. 513. (including bitumen but excluding cost of GST)
Approach Road
Additional Approach Road
Construction of shoulder with approved material obtain from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Lead upto 5.00 km) (for patri) (excluding cost of GST)
Approach Road
Additional Approach Road
Brick soling with streight over burnt bricks laid on edge and dry including preparation of sub grade and precribed camber including supply of all material and T&P etc. complete (SI.No. 762B) (excluding cost of GST)
Approach Road
Additional Approach Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORTH Sr.No. 13.10 and 710.1.4.of IRC:78 and 2200 (excluding cost of GST)
Approach Road
Additional Approach Road
Guide Bund
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 15.4 and Specification No. 2504 (excluding cost of GST)
Approach Road
Additional Approach Road
Guide Bund
Construction of K.C. drain in high embankment with 1st class brick masonary (M-150) with 1:3 cement and coarse sand mortar and plaster including cost of material T&P, labour charges and all etc. Complete as per enclosed drawing (A-1) and diredcted by E/I. (excluding cost of GST)
Approach Road
Construction of water chute on high embankment with 1st class brick masonary (M-150) with 1:3 cement and coarse sand mortar and flush and rulled plaster including cost of material T&P, labour charges and all etc. Complete as per enclosed drawing (A-2) and diredcted by E/I. (excluding cost of GST)
Approach Road
Construction of stair @50m c/c including excavation providing and laying CC 1:4:8 and providing and laying CC 1:2:4. complete as per enclosed drawing (A-3) and direction E/I. (excluding cost of GST)
Approach Road
Road Marking with Hot Applied Thermo plastic Compound- Providing and laying of hot applied thermoplastic compound 2.5mm thick as per approved layout and design including reflectorising glass beads @250gms per sqm area, thicknss of 2.5mm is exclusive of surface applied glass basds as per MORT&H specification No. 803. The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of all taxes, royality etc. all T&P /machine material and labour required for proper completion of work. (excluding cost of GST)
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (excluding cost of GST)
PART -B (STRUCTURE WORK (RCC CULVERT, UNDER PASSES)
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lift 1.50m and lead 1000m as MORTH specification clause 301 (excluding cost of GST)
Sand Filling in Wells complete as per Drawing and Technical Specifications.As per MORTH Sr.No. 12.21 and Specification No. 1207 (excluding cost of GST)
Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. (excluding cost of GST)
Furnishing and placing reinforced cement concrete in superstructure as per drawing and technical specifications. (M-25) As per MORTH Sr.No. 14.1B Case-II and Specification No. 1500,1600,1700 (excluding cost of GST)
Supplying, fitting and placing HYSD reinforcement complete in sub-structure as per drawing and Technical Specification As per MORTH Sr.No. 12.40 and Specification No. 1600 (excluding cost of GST)
Providing and laying Pitching on slopes laid over prepared filter media including boulder(Stone weighing not less then 40kg) apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 15.4 and Specification No. 2504 (excluding cost of GST)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORTH Sr.No. 13.10 and 710.1.4.of IRC:78 and 2200 (excluding cost of GST)
Providing weep holes in brick masonry/ plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200 (excluding cost of GST)
Plain cement concrete in open foundation complete as per drawing and technical specifications. (M-15) As per MORTH Sr.No. 12.8 and Specification No. 1500,1700 & 2100 (excluding cost of GST)
Part C - Construction of 2 no. 30m, 1 No 60m Minor Bridges
Providing and constructing temporary of Island 12m dia for construction of well foundation for 6m dia well in river stream for providing of a dry working area including cost of balli piling, shoring, GI sheets, EC Bags, earth work etc as required and directed by EIC. (excluding cost of GST)
Providing and constructing temporary of Island 10m dia for construction of well foundation for 5m dia well in river stream for providing of a dry working area including cost of balli piling, shoring, GI sheets, EC Bags, earth work etc as required and directed by EIC. (excluding cost of GST)
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. As per MORTH sr no. 12.10 and Specification No. 1200 and 1900 (excluding cost of GST)
Plain/Reinforced Cement Concrete, M 25 Grade in Well Foundation in well curb complete as per Drawing and Technical Specification. As per MORTH Specification No. 1200,1500 and 1700 (excluding cost of GST)
Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. As per MORTH Specification No. 1200,1500 and 1700 (excluding cost of GST)
Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. (excluding cost of GST)
Sinking of 4m to 6m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. As per MORTH Specification No. 1200 (excluding cost of GST)
0.00 to 3.00 mtr.
3.00 to 10.00 mtr.
10.00 to 20.00 mtr. And above
Sinking of 4m to 5m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. As per MORTH Specification No. 1200 (excluding cost of GST)
0.00 to 3.00 mtr.
3.00 to 10.00 mtr.
10.00 to 12.00 mtr.
Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. As per MORTH Sr.No. 12.11 and Specification No. 1200,1500 & 1700 (excluding cost of GST)
Sand Filling in Wells complete as per Drawing and Technical Specifications. As per MORTH Sr.No. 12.21 and Specification No. 1207 (excluding cost of GST)
Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. As per MORTH Sr.No. 12.11D and Specification No. 1200 & 1500 (excluding cost of GST)
Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. As per MORTH Sr.No. 12.11F and Specification No. 1200, 1500 & 1700 (excluding cost of GST)
Reinforced Cement Concrete M 30 Grade , in Substructure of bridge complete as per Drawing and Technical Specification. As per MORTH Sr.No. 13.5G and Specification No. 1500, 1700 & 2200 (excluding cost of GST)
Erection of staging for Deck slabs including cost of all material labour T & P etc complete as per direction of Engineer In Charge (excluding cost of GST)
Furnishing and Placing Reinforced Cement concrete M- 35 in super-structure as per drawing and Technical Specification. As per MORTH Sr.No. 14.1D Case-II and Specification No. 1500, 1600 & 1700 (excluding cost of GST)
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. As per MORTH Sr.No. 12.40 and Specification No. 1600 (excluding cost of GST)
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. As per MORTH Sr.No. 14.22 and Specification No. 2607 (excluding cost of GST)
Drainage Spouts complete as per drawing and Technical specification. As per MORTH Sr.No. 14.9 and Specification No. 2705 (excluding cost of GST)
Provision of M 30 Grade RCC Railing. As per MORTH Sr.No. 14.7 and Specification No. 1500,1600,1700 & 2703 (excluding cost of GST)
SHAKUNTALA SINGH
ganga sagar singh
Bansal Highway Infratech Pvt Ltd
Vijai Construction (India) Pvt. Ltd.
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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