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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 CrAccepted-AOC | ₹2.3 Cr | 1 | Accepted-AOC Accept |
| 2 | 2₹2.4 Cr+₹13.7 L (6.04%)Rejected-Finance GIJROLI DY LIKELY RELATED TO THE WORK LOCATION MENTIONED SPECIFIC ADDRESS NOT PROVIDED FOR THE CONTRACTOR | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹2.4 Cr+₹13.7 L (6.04%) | 2 | Rejected-Finance 2 |
| 3 | 3₹2.7 Cr+₹41.9 L (18.5%)Rejected-Finance FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹2.7 Cr+₹41.9 L (18.5%) | 3 | Rejected-Finance 3 |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
13 Feb 2024, 1:00 pmClosed
Superintending Engineer
I.W.C. Mathura
RECONSTRUCTION OF TARAPUR REGULATOR AT KM 13.440 OF HATHRAS BRANCH
2024_UPIDC_889916_1
08/SE/2023-24
Open Tender
Civil Works - Canal
Item Rate
45 days
I.W.C. Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,504
₹6.3 L
16 Mar 2024
5 Feb 2024
13 Feb 2024
5 Feb 2024
13 Feb 2024
5 Feb 2024
Amount
Dismentling of brick masonary in cement with mechanicl and mannual means and Disposal of debris witin a distance of 60m or as per engineer-in -charge.
Earthwork in excavation foundation in ordinary soil including all lead and lift with all cost of labour and T&P etc.
Providing & Laying P.C.C. M-15(1:2:4mix) with cement, coarse sand &10mm. to 20mm.Size stone grit.including cost of all material,labour,T&P complete.
Providing and laying R.C.C M-25 (1:1:2mix) with coarse sand & aggregate of size 10 to 25 mm including mechanical mixing and all cost of material,labour and T&P etc. But excluding cost of steel reinforcement.
Providing and laying CC M-30 for wearing coat with coarse sand & aggregate of size 10 to 25 mm including mechanical mixing and all cost of material,labour and T&P etc. But excluding cost of steel reinforcement.
Centering and shuttering for R.C.C. work including all cost of material, labour and T&P etc. for completion of work
Centering and shuttering for C.C. work including all cost of material, labour and T&P etc. for completion of work
Steel reinforcement with bending, binding, cutting and placing of reinforcement including cost of binding wire with all cost of material, labour and T&P etc. for completion of work.
Providing and laying graded filter sand i/c all cost of material labour ,T&P etc complete
Providing and laying graded filter pea gravel i/c all cost of material labour ,T&P etc complete
Providing and laying graded filter coarse sand i/c all cost of material labour ,T&P etc complete
Providing and laying graded filter Launching apron boulder site i/c all cost of material labour ,T&P etc complete
Providing and laying boulder pitching (40kg to 70 kg ) 30 mm thick with 1:4 cement mortar i/c all cost of material labour ,T&P etc complete
Earthwork in Making & Remoal Bundh, diversion and disposal including lift of 1.5 M and Lead upto 100 m all cost of material, labour and T&P etc.
Surface Dewatering of Foundation by 5.00 H.P. Pump/KWH :---
P/laying seepage /drainage pvc pipe 110 mm dia i/c all cost of material labour etc complete
Making and fixing sign board at site of work as per instruction of Engineer-in-Charge .
Finishing walls (Two Coat) with exterior emulsion paint (apex)
Earth Work in Cutting/Filling in all type of soil iincluding ramming & dressuing to the required level and slope.
Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.
Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) 45-90mm materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 401.1 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.
Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 45~63mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405.
Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 22.4~53mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405.
Providing and applying prime coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface etc and spraying primer at the rate of 0.70/Sqm. using mechnical means as per Technical Specification. Clause 502, S.L.-5.10, of MORD specification
Providing and applying Tack coat with Bitumen VG-10 using distributor at the rate of 0.30Kg. per Sqm. on the prepared primed surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, S.L.-5.20, of MORD specification.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm. to 5.60 mm. aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a H.M. prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN. static roller capacity, finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification. Clause 508, Case II-(i)
Providing,laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification. Clause 510, S.L.- Case III- (i)
Providing and Laying Diamond Seal i/c all cost material labour T&p etc
MEGHENDRA PAL SINGH CONTRECTOR
MA AND SONS
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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