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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹13.4 L+₹0.01 (<0.01%)Accepted-AOC | L2 | Accepted-AOC Awarded | |
| 2 | L1₹14.1 LRejected-Finance | L1 | Rejected-Finance not admitted | |
| 3 | L2₹14.1 L+₹0.01 (<0.01%)Rejected-Finance | L2 | Rejected-Finance not admitted | |
| 4 | L3₹14.1 L+₹2.28 (<0.01%)Rejected-Finance | L3 | Rejected-Finance not admitted |
Tender Value
₹15.6 L
EMD Value
₹31,283
Closing Date
13 Feb 2020, 2:00 pmClosed
EE,Pahumara Rupahi Division(I),Sarupeta
O/o EE,Pahumara Rupahi Division(I),Sarupeta
Construction of Boundary wall at E.Es Office
2020_ID_16252_25
PRID_T_7_2019_20_90 Dt 03_02_2020
Open Tender
Civil Works
Item Rate
30 days
Rupahi
Please refer Tender documents.
6 documents required · 6 mandatory
₹300
EE,Pahumara Rupahi Division(I),Sarupeta
₹31,283
Yes
22 Aug 2020
3 Feb 2020
13 Feb 2020
3 Feb 2020
13 Feb 2020
4 Feb 2020
Amount
Construction of boundary wall at E.E's office
Item No. 1/6.7 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
Item No. 2/18.2 : Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness.
Item No 3/12.3 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
Item No. 4/10.3.B (ii) : CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No. 5/12.2 A.(i) : RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No. 6/13.1. : 125 mm thick 1st class brick nogged wall in cement mortar in proportion 1:4 including racking out joints curing etc, complete as directed
Item No. 7/14.2 : 12 mm thick cement plastering including clearing surface and curing complete as directed. (ii) In prop. 1:4.
Item No. 8/13.1.2 : (a) White washing with lime on wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust,mortar drops and other foreign matter.
Item No. 9/9.1 : Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). a) In column footing
b) In tie beam
c) In column
Item No. 10/6.16(A) : Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
SRI LANKESWAR DAS
SRI MRINAL SARMA
Sri Himanuj Saharia
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