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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹54.9 LAccepted-AOC | ₹54.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹56.4 L+₹1.5 L (2.73%)Rejected-Finance | ₹56.4 L+₹1.5 L (2.73%) | 2 | Rejected-Finance Not Qualified |
| 3 | 3₹58.6 L+₹3.7 L (6.76%)Rejected-Finance | ₹58.6 L+₹3.7 L (6.76%) | 3 | Rejected-Finance Not Qualified |
| 4 | 4₹59.1 L+₹4.2 L (7.61%)Rejected-Finance MAIBANG DIMA HASAO ASSAM 788819 | MAIBANG | DIMA HASAO | ASSAM | 788819 | ₹59.1 L+₹4.2 L (7.61%) | 4 | Rejected-Finance Not Qualified |
| 5 | 5₹62.7 L+₹7.8 L (14.1%)Rejected-Finance | ₹62.7 L+₹7.8 L (14.1%) | 5 | Rejected-Finance Not Qualified |
Tender Value
₹59.7 L
EMD Value
₹1.2 L
Closing Date
27 Dec 2019, 2:00 pmClosed
C.E. PWD (Road), Assam, Guwahati-3
O/o the C.E. PWD (Road), Assam, Guwahati-3
Reconstruction work of Retaining Wall at Demalik Village Approach Raod (length 1.00 Km) under SOPD-FDR for the year 2019-20
2019_PWD_14939_1
CE/Commn/32/2019-20/2_Demalik
Open Tender
Civil Works – Roads
Item Rate
180 days
Haflong
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,800
Yes
Empowered Officer, Assam State Road Board
₹1.2 L
Yes
10 Aug 2020
26 Nov 2019
27 Dec 2019
26 Nov 2019
27 Dec 2019
26 Nov 2019
26 Nov 2019 - 13 Dec 2019
Amount
Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing,removal of stumps and other deletorious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil.Upto 3m depth
Earthwork in excavation of foundation of structure as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing,removal of stumps and other deletorious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil.Upto 3m depth
Brick Soling.Laying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth over brick soling,watering and rolling the same with three wheel road roller 80-100kN as per Technical Specification.Clause 412
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &1203.Nominal mix1:2.5:5(Hand mixing)
Stone masonry work Cinstruction of toe wall for protection of slopes as per technical specifications.Clause 1302.5.A Random rubble masonry in case of stone pitching laid with cement morter(1:5)
Supplying,fitting,fixing 1000mm dia RCC hume pipe NP-3 culvert including cost of carriage,haulage,loading and unloading as per technical specification and as directed by the Deptt.
Stone masonry work in cement morter 1:3 for substructure as per drawing and technical specifications..A Random rubble masonry
Labour for laying Reinforced cement concrete pipe NP4 /NP 3/prestrssed concrete pipe for culverts on first class bedding of granular material / Cement Concrete M-15 grade in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .. as per MoRTH specification,NP-3, 1000mm dia
Back filling behind abutment,wing wall and return wall complete as per drawing & technical specifications.Clause1204.3.8 ii.Sandy material
Plastering with cement morter(1:3) on brickwork in substructure as per technical specifications
PCC in foundation(plain cement concrete 1:3 mix with crushed stone aggregate 40mm nominal size mechanically mixed.placed in foundation and compected by vibration including curing for 14 days
Deben Thaosen
Sri David Phonglo
Binod Bodo
Mona Kemprai
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