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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.1 Cr+₹7.1 L (3.43%)Rejected-AOC | ₹2.1 Cr+₹7.1 L (3.43%) | L2 | Rejected-AOC L2 bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
30 Sept 2019, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
Chief Engineer, PWD (Roads), Assam, Guwahati-3
Improvement of Sardar Sohan Singh Road at Jorhat under City Infra Development Fund (CIDF) for the year 2018-19 (from Ch. 0.00km to Ch. 0.43 Km)
2019_PWD_14216_1
CE/Commn/UDD/04 /2018-19/Pt-III/ 8
Open Tender
Civil Works – Roads
Item Rate
180 days
Jorhat Town
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,500
Empowered Officer, ASRB
₹4.3 L
Yes
20 Jun 2020
21 Sept 2019
30 Sept 2019
21 Sept 2019
30 Sept 2019
21 Sept 2019
21 Sept 2019 - 30 Sept 2019
Amount
3.15 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
2.5 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres (II) Dismantling Brick / Tile work (b) In Cement mortar
3.1 Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
3.18 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt. (a) From Private land
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A. By Manual Means, (iii) Grading- III , (c) Using Screening Type-B (11.2mm Agg.)
Inter locking concrete Block pavement Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and 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.Ordinary soil A. Manual Means (I) Without dewatering (ii)depth upto 3 M
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser © RCC Grade M 20 Case I Using concrete mixer
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser B RCC Grade M 20 Height up to 5M Using concrete mixer
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) without plasticiser, A. RCC Grade M20, Case -I Using Concrete Mixer, (i) For solid slab super-structure, (a) Height upto 5m
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
8.51 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm 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 M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 90cm equilateral traingle
(iii) 60cm circular
(iv) 80cmm x 60 cm rectangular
Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm 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 M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
SHYAM SUNDER GATTANI
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