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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.2 LAccepted-AOC | ₹60.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹60.3 L+₹11,512.99 (0.19%)Rejected-AOC VILL BARANGABARI PO KACHUBARI PS TAMULPUR DIST TAMULPUR PIN 781354 | KAMRUP | ASSAM | 781354 | ₹60.3 L+₹11,512.99 (0.19%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRI DEEPANKAR DAIMARY L2 | SRI SONESWAR BORO L1 |
|---|---|---|---|---|---|
| 1.00 | (A) Road Work:
Excavation in Ordinary Soil
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 6,649.41 | Cum | 140 ₹9,30,917.4 | 137 ₹9,10,969.17 Lowest |
| 2.00 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 120.96 | Cum | 1,850 ₹2,23,776 Lowest | 1,860 ₹2,24,985.6 |
| 3.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 40.32 | Cum | 2,100 ₹84,672 | 2,049 ₹82,615.68 Lowest |
| 4.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I Stone/Boulder | 80.64 | Cum | 1,850 ₹1,49,184 Lowest | 1,860 ₹1,49,990.4 |
| 5.00 | (B) CD Work: Const. of 4 Cell Box Culvert, 2 Nos.
Earthwork in excavation for 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 sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth | 685.24 | Cum | 130 ₹89,081.2 | 127 ₹87,025.48 Lowest |
| 6.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed Stone
I. PCC grade M10
Nominal mix 1:3:6 | 43.2 | Cum | 6,030 ₹2,60,496 Lowest | 6,036 ₹2,60,755.2 |
| 7.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A With Crushed Stone
IV RCC Grade M 25
i) For height upto 5 m | 219.6 | Cum | 8,000 ₹17,56,800 | 7,999 ₹17,56,580.4 Lowest |
| 8.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A With crushed stone
II R.C.C grade M 25
a) Height upto 5M | 65.64 | Cum | 8,500 ₹5,57,940 Lowest | 8,677 ₹5,69,558.28 |
| 9.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 16.3 | Mt | 65,000 ₹10,59,500 Lowest | 65,216 ₹10,63,020.8 |
| 10.00 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 100.4 | Rm | 2,800 ₹2,81,120 | 2,768 ₹2,77,907.2 Lowest |
Tender Value
₹60.2 L
EMD Value
₹1.2 L
Closing Date
24 Jul 2025, 1:30 pmClosed
the Addl. Chief Engineer, PWD, BTC
O/o the Addl. Chief Engineer, PWD, BTC
Earthwork and Improvement of Toe Wall with Foot Bridge over pond Sri Sri Gopal Than at Kachubari for the year 2025-26. TN_03_2
2025_BTC_45353_1
No. ACE-106/PWD/IFB/PT-I/2023-24
Open Tender
Civil Works – Roads
Item Rate
180 days
Tamulpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,300
₹1.2 L
Yes
16 Aug 2025
4 Jul 2025
24 Jul 2025
4 Jul 2025
24 Jul 2025
4 Jul 2025
4 Jul 2025 - 24 Jul 2025
Amount
(A) Road Work: Excavation in Ordinary Soil Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder
(B) CD Work: Const. of 4 Cell Box Culvert, 2 Nos. Earthwork in excavation for 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 sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone I. PCC grade M10 Nominal mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone IV RCC Grade M 25 i) For height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone II R.C.C grade M 25 a) Height upto 5M
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
SRI DEEPANKAR DAIMARY (BID ID -272709)
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