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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC | ₹38.9 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹44.2 LRejected-AOC | ₹44.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹45.8 LRejected-AOC GANDHI BASTI BYELANE 2 NATUN SARANIA H NO 18 P O SILPUKHURI P S CHANDMARI DIST KAMRUP M ASSAM PIN 781003 | KAMRUP METRO | ASSAM | 781003 | ₹45.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SADIQUL ISLAM L2 | M/S GANGOTRI ENTERPRISE L3 | Umor Faruk Choudhury L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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.
(i) By Manual Means
(a) In area of non thorny jungle | 0.21 | Hect. | 70,000 ₹14,700 | 59,000.05 ₹12,390.01 | 30,000 ₹6,300 |
| 2.00 | Compacting original ground Supporting sub-grade. Loossening of the ground up to level of 300 mm below the subgrade level ,watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per Technical specification Clause 301.5.2 | 675 | Cum | 30 ₹20,250 | 20 ₹13,500 | 20 ₹13,500 |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(I) Private Land | 675 | Cum | 151 ₹1.0 L | 170 ₹1.1 L | 180 ₹1.2 L |
| 4.00 | 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.
Private Land | 438.74 | Cum | 220 ₹96,523.68 | 180 ₹78,973.92 | 200 ₹87,748.80 |
| 5.00 | 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 Clause 401.
II) For Grading II Material | 350.63 | Cum | 2,000 ₹7.0 L | 2,800 ₹9.8 L | 2,087.06 ₹7.3 L |
| 6.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means | 102.95 | Cum | 3,000 ₹3.1 L | 5,000 ₹5.1 L | 3,332 ₹3.4 L |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 37.11 | Sqm | 15 ₹556.65 | 11 ₹408.21 | 11.64 ₹431.96 |
| 8.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
for Grading II (19 mm nominal size) | 1.39 | Cum | 10,000 ₹13,900 | 9,000 ₹12,510 | 7,792.09 ₹10,831.01 |
| 9.00 | "Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete
in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) " | 0.56 | Cum | 10,000 ₹5,600 | 10,800 ₹6,048 | 9,040.07 ₹5,062.44 |
| 10.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 2,343.13 | Sqm | 1,262 ₹29.6 L | 1,120 ₹26.2 L | 1,014.2 ₹23.8 L |
Tender Value
₹44.2 L
EMD Value
₹91,599
Closing Date
26 Nov 2025, 2:00 pmClosed
CE(Roads)PWRD Assam Chandmari Ghy03
O/o the CE(Roads)PWRD Assam Chandmari Ghy03
Constrction of Road from Donbosco School to Mubarok Basti Road under Mukhya Mantrir Pakipath Nirman Achani under SOPD-G for the year 2025-26
2025_PWD_48733_1
CE/STBR/SOPD-G/NIT/07/25-26/45
Open Tender
Civil Works
O/o the CE(Roads)PWRD Assam Chandmari Ghy03
Please refer Tender documents.
6 documents required · 6 mandatory
₹916
Yes
₹91,599
Yes
14 May 2026
20 Nov 2025
27 Nov 2025
20 Nov 2025
26 Nov 2025
20 Nov 2025
20 Nov 2025 - 26 Nov 2025
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