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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹1.7 CrAccepted-AOC | ₹1.7 Cr | I | Accepted-AOC award value |
| 2 | II₹1.8 CrRejected-AOC HENGRABARI H NO 14 LICHU BAGAN P O HENGRABARI P S DISPUR DIST KAMRUP M ASSAM PIN 784178 | GUWAHATI | KAMRUP M | ASSAM | 784178 | ₹1.8 Cr | II | Rejected-AOC quoted rate |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
29 Feb 2024, 4:00 pmClosed
Superintending Engineer, PWRD
Superintending Engineer, PWRD Lakhimpur and Majuli Road Circle
Balance Work for Construction of Road from T01 to Borbil Bebejia including cross Drainage work and 5 years routine maintenance of PMGSY under PMGSY , 2017-18, Batch-3, Package No. AS-10-231
2024_CEASM_132346_1
LMRC/TENDER/2022-23/2142
Open Tender
Civil - Roads and Bridges
Item Rate
180 days
Majuli
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,644
₹3.1 L
Yes
14 Jun 2024
23 Feb 2024
1 Mar 2024
23 Feb 2024
29 Feb 2024
23 Feb 2024
23 Feb 2024 - 29 Feb 2024
Amount
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) as per Technical Specification Clause 202 I. By Manual means (C) reinforced cement concrete.
Earth work in excavation of foundation of Structures as per drawing & technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material as ref. of MoRTH 304 (I) Ordinary soil (A) Manual means (a) Without dewatering (i) upto 3.00 m depth.
Supplying fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specifications (b) With TATA make TMT rebar
Excavation for structure (Earth work in excavation of foundation of Structures as per drawing & technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material (I) Ordinary soil (A) Manual means (i) 3 m to 6.00 m depth.
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8 m dia well (B) Assuming depth of water 4.0 m and height of island 4.5 m.
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8 m dia well (C) Providing and constructing one span sercice road to reach island location from one pier location to another pier location.
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Including steel shuttering formwork A. Well curd iii.RCC M30 Grade Case-I using concrete mixer.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Including steel shuttering formwork B. Well steining vii.RCC M30 Grade Case-I using concrete mixer.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Including steel shuttering formwork C. Bottom Plug ii.PCC M25 Grade Case-I using concrete mixer.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Including steel shuttering formwork E. Top Plug iii.PCC M25 Grade Case-I using concrete mixer.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Including steel shuttering formwork F. Well Cap ii.RCC M25 Grade Case-I using concrete mixer.
Sinking of 7 m 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 and technical specifications, depth of sinking is rekonewed from bed level (A) Sandy soil (i) Depth below bed level upto 3.0 M
Sinking of 7 m 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 and technical specifications, depth of sinking is rekonewed from bed level (A) Sandy soil (ii) Beyond 3 m upto 10 m depth.
Sinking of 7 m 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 and technical specifications, depth of sinking is rekonewed from bed level (A) Sandy soil (iii) Beyond 10 m upto 20 m .
Sinking of 7 m 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 and technical specifications, depth of sinking is rekonewed from bed level (A) Sandy soil (iv) Beyond 20 m upto 30 m .(a) for sinking
Sand filling in wells complete as per drawing and technical specifications.
Pallab Chetia
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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