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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.4 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹96.4 L+₹1,000.03 (0.01%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹96.4 L+₹2,999.52 (0.03%)Accepted-Finance | L3 | Accepted-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
26 Feb 2021, 1:00 pmClosed
SUPERINTENDING ENGINEER, PWD, TEZPUR ROAD CIRCLE
SUPERINTENDING ENGINEER, PWD, TEZPUR ROAD CIRCLE, TEZPUR
Construction of Road from NEC Road to Brahmajan Bagan Hospital Line via factory by Interlocking Concrete Block Pavement under Gohpur Civil Sub Division Territorial Road Division for the year 2020-21. Package No. TRC/SOPD-ODS/GOH/Re/02.
2021_PWD_21389_1
TRC/TB/SOPD(ODS)/08/BBBDG/2020
Open Tender
Civil Works – Roads
Item Rate
120 days
GOHPUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
EMPOWERED OFFICER, ASRB, ASSAM
₹1.9 L
Yes
15 Nov 2021
23 Feb 2021
26 Feb 2021
23 Feb 2021
26 Feb 2021
24 Feb 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. B. In area of thorny jungle.
Construction of subgrade and earthen shoulders with approved material 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 1000 m as per Technical Specification Clause 303.1. (I) From Private land.
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) Grading II Materials.
Water Bound Macadam Gr-III 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 80-100 KN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the inerstices of coarse aggregate, watering and compacting to required density Grading 3 as per Technical Specification clause 405. A. By Manual Means
Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification Clause 1504.
Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8 as per technical specification of Cl 1703. (I) Ordinary Kilometer stone
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 600 mm below ground level as per drawig and sign (all the steel work must be TATA/Sail). (i) 60 cm equilateral triangle
(ii) 60cm x 45cm rectangle
Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of side. Ordinary Soil A. Manual Means (Without dewatering)
Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of head wall as per drawing and technical specification cl 1109. Levelling Course
Bedding of Pipe Laying (First class) bedding on well compactad sand, moorum or approved granular material as per clause 1105 (ii) Type B (First Class) Bedding. Granular Material
Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106. 600 mm dia.
Brick masonary work in Cement mortar 1:3 in foundation head walls complete excluding pointing and plastering as per drawing and technical specification cl 1109. In 1:4 Cement mortar
Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structure as per Technical specification.
Supplying and driven Azar/ Nahar/ Nageswar/ Zarul pile 25 cm to 30 cm dia dressed to herart wood including marking length in every 30 cm intervel , coltering two (2) coat with best tar applied hot. (Rate inclusive of the cost of the arequared of tar. (i) portion pile actually driven under ground
(ii) portion pile remaing above ground
Supplying fitting and fixing Aztar/Near/Nageswar timber beam and bearing beam in size fitting with MS cleat straps etc. Spplying spikes etc. as necessary and coltering two coat with best tar applied hot as directed.
Labour for fitting fixing old RSJ beam CI saddle etc. in position incliding necessary scafolding and fixing with necessary bolts nuts pinting two coat complte (tar steel paint to be supplied by contrector at his own cost including carrying from PWD Godown).
Supply fitting and fixing U shaped flate iron strap making 0.5 x 0.3m size MS flate including....... as directead by the department.
Azar/nahar/nageswar/zarul/sal...... wood work including supplying fitting and fixing complite with necessary MS Bolts nuts nail screws etc. and coltering two coat with best tar applied hot. (rate inclusive of the cost of the tar). Undressed in floor, planks, coller, breaching, standered wheel guards, starts and railling, runner belts, rail posts etc.
In track way planks (alternate nailing to be done with decking in a staggered way).
Labour for dismantling all member of the timber bridge (except pile) and stacking them in suitable places as directed (all members will be under custody of the contrector till taken over by the department.
Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 3002.2 with a lead upto 1000m as per Technical Specification Clause 301.5.
M/S Kailash Agarwala
Sri Beekey Agarwala
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