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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.0 CrAccepted-AOC 70 SUBHASH NAGAR DISTRICT HARDOI UP | HARDOI | UTTAR PRADESH | 209869 | ₹5.0 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹5.2 Cr+₹19.2 L (3.83%)Rejected-AOC NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | ₹5.2 Cr+₹19.2 L (3.83%) | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹5.5 Cr+₹52.2 L (10.4%)Rejected-AOC | ₹5.5 Cr+₹52.2 L (10.4%) | L-3 | Rejected-AOC L-3 |
| 4 | L-4₹6.1 Cr+₹1.1 Cr (22.1%)Rejected-AOC KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹6.1 Cr+₹1.1 Cr (22.1%) | L-4 | Rejected-AOC L-4 |
| 5 | L-5₹6.4 Cr+₹1.4 Cr (28.0%)Rejected-AOC | ₹6.4 Cr+₹1.4 Cr (28.0%) | L-5 | Rejected-AOC L-5 |
Tender Value
₹7.5 Cr
EMD Value
₹15.0 L
Closing Date
25 Sept 2024, 3:00 pmClosed
SUPERINTENDING ENGINEER
SE VTH CIRCLE IW BAREILLY
Subsidary hardoi shakha nahar ke dayein bank ke km. 10.600 se km. 15.087 ke madhye chatigrast bank ki punarsthapna ke karye.
2024_UPIDC_954761_1
01/SE/2024-25
Open Tender
Civil Works
Item Rate
540 days
PILIBHIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Yes
₹15.0 L
Yes
23 Oct 2024
12 Sept 2024
25 Sept 2024
12 Sept 2024
25 Sept 2024
12 Sept 2024
Amount
Cleaning thick Bushes and thorny jungle without uprooting also including all cost of labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including all lift and lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge
Supplying & laying dry stone boulder (Size 20-40 kg) in 8 S.W.G. G.I. double knot G.I. Wire crate size 5.0x0.50x0.50m mesh size 15cm.x15cm. including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Supplying & laying dry stone boulder (Size 20-40 kg) in 8 S.W.G. G.I. double knot G.I. Wire crate size 2.0x0.50x0.50m mesh size 15cm.x15cm. including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Laying C.C.(1:3:6) with P.C.C. Cement, coarse sand and Stone ballast 20 to 40mm also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Random rubble masonary work in (1:4) with Cement, coarse sand and boulder also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Supplying and laying of Non-Woven Geo Textile Sheet made of 250 GSM 100% polyproplene staple fiber (continuous filament not allowed) also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Dismentaling and relaying boulder pitching also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Supplying and laying Dry stone pitching hand packed also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Class 10/ M-100 brick work in 1:4 cement and sand mortar including all lift and lead of material and all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Cement pointing 1: 3 (struck deep) on brick masonry with cement corse sand morter including all lift and lead of material and all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Cement plaster 1:3 on Brick masonery with cement sand mortar including all lift and lead of material and all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Finishing walls with water proofing cement paint of approved made such as super snowcem, Durrocem, Robiacem Guttucem, supermen quality of required shade on uncoated wall surface (two coat) over one coat white cement primer to give even shades after throughly brushing the surface of remove all dirt and remains of loose powdered material also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Silt Clearance by Pocklin capacity 60cum/hour including lift upto 1.5m and lead upto 30m, including cost of driver/ assistant driver, POL, maintenance of machine, contractor profit, taxes etc and including full dressing of earth also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Earth work in embankment by power tranported earth with all lead and lift including excavation, loading, unloading, manual compaction, dressing complete excluding royalty will be applicable from time to time on Govt. orders also including all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m As per technical Specification MORD Clause 301.3
Construction of gravel/soil-aggregate base by providing well 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications MORD Clause 402
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density complete work.(WBM Grading-2) per Technical Specifications MORD Clause 405
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (with 22.4 - 53 mm size st. ballast) as per Technical Specification MORD Clause 405.
Providing and applying primer coat with Bitumen emulsion (SS0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0Kg/Sqm using mechanical means as per Technical Specification MORD Clause 502.
Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification MORD Clause 503.
Providing, laying and rolling of open-graded premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades. as per Technical Specification MORTH Clause 510.
Providing and laying of premix sand seal coat by HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.75 mm size and penetation bitumen suitable grade.as per Technical Specification MORTH Clause 511.
Brick edging on both sides of the road of first class 8 cm (3") wide and 12 cm. 41/2 deep laide with mud mortar including labour and supply of. Bricks finished to requied template andproper alligment and icluding dressimg and ramming the excuted earth as direction Engineer-in-Charge .
Road marking with hot applied thermoplastic Compound 2.5 mm thick with reflectorising glass beads on bituminous Surface including all lift and lead of material and all cost of material, labour & T&P etc. for proper completion of work as directed by Engineer in charge.
Providing and Fixing of typical Irrigation canal informatory sign board size (0.60x0.90) on MS plate of 1.60 mm thickness duly welded with MS flat iron 35mmX 5mm size on bock on edges. With MS angle iron frome of 35X35X5 mm enbedded in cement concrete M-15 grade block of 300X300X600 mm below ground level. lettering and printing logo etc. will be painted with ready mixed synthetic enamel paint of approved qualitiy in required shade and colour all skeltons of framed post and plate will be painted with primer and two coats expoxypaint including supply of material labour T&P etc required for proper completion of work.
M/S UNITE ENTERPRISES
M/s A.M. BUILDERS
Durga Engineers and Earth Movers
VIRAT CONSTRUCTION
VIJAY KUMAR SINGH
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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