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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹95.2 L+₹212 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹95.2 L
EMD Value
₹1.9 L
Closing Date
20 Feb 2019, 4:30 pmClosed
Addl. CE cum Director, PWD, BTC, Kokrajhar
O/o the Addl. CE cum Director, PWD, BTC, Kokrajhar
TN_313_v Improvement of road from No. 2 Pachim N.K. Darranga super market to Sashipur Khairani link road under SOPD, for the year 2015-16 (Providing E/W, GSB, WBM Gr. III and ICBP).
2019_BTC_11628_5
ACE29/MSLPR/IFB/PtI/18-19/358
Open Tender
Civil Works
Item Rate
270 days
Kokrajhar
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,870
Principal Secretary BTC Kokrajhar
₹1.9 L
Yes
7 Mar 2020
4 Feb 2019
21 Feb 2019
4 Feb 2019
20 Feb 2019
4 Feb 2019
4 Feb 2019 - 20 Feb 2019
Amount
Clearing and Grubbing road land including uprooting wild rank vegetations, grass, bushes, shrubs, sampling and tress girth up to 300mm, removel of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be use or auctioned, up to a lead of 1000m including removel and disposal of top organic soil not exceeding 150mm in thickness as per MORTH Specification 201. (i) By Manual Means (A) In area light jungle.
Construction of Embankment with materials obtained from borrow pits with a lift up to 1.5m. Transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (i) From private land.
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical Specfication Clause 303.1 (i) From Private Land
Construction of granular sub-base by providing well graded meterials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieved the desired density,complete as per technical specification clause401. (i) for grading I material.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unifrom thickness, hand packing, rolling with smooth wheel roller 80-100kn in stages to proper grade and camber, applying and brooming, stone screening to fill -up the interstices of coarse aggregates, watering and compacting to the required density Grading-2 as per Technical Specification Clasue 405. Using stone screening (3) Grading-III (A) Manual means
Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504.
Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m. Deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, watering, fixing the tree guards and maintaining the plants for one year.
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, below ground level as per drawing and technical specification clause 801. (i) 60 cm equlateral triangle.
Kilometre Stone Kilometre Stone Reinforce cement concrete M15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703.
(iii) 200m (precast)
Const. of 2.00m span R.C.C. slab culvert. E/work in excavation for structures as per drawing and technical specification, Clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m., dressing sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3.0m. depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202 & 1203. A. With Crushed stone. I. PCC grade M10 Nominal mix 1:3:6
Brick masonary work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 II. Brick masonary in 1:4 cement morter
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 and 1205.5 A. With crushed stone I. RCC grade M 20 (iii) For design mix RCC M20 (a) Height upto 5.0m.
Drainage spouts complete as per drawing and technical specifications clause 1209.
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and technical specification clauses 1002, 1005, 1010 and 1202
Providing weep holes in brick masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specification clauses 614. 709, 1204.3.7
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clauses 800 and 1206.3 A. With crushd stone
Const. of R.C.C Drain Excavation for structures Earthwork in excavation for foundation of structure as per drawings and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. (I) Ordinary Soil. A. Manual Means (i) Depth up to 3m
Laying brick soling layer on prepared with brick on end edging according to lines, gradedand cross section shown on the drawing filling joints with sand and earth, sperading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause412.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202 & 1203. A. With Crushed stone. I. PCC grade M10 Nominal mix 1:3:6
Brick masonary work in cement morter 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications. clause 600, 1202 & 1203.
Providing weep wholes in brick masonry/stone masonry, plain/reinforced concrete abutment,wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7.
Plastering with cement morter (1:3) 15mm thick on brick work in substructure as per technical specification clause 613.4 and 1208.4.
M/S GARIMA CONSTRUCTION
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