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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 414 PURBI COMPLEX A T ROAD DIST KAMRUP M GUWAHATI ASSAM | KAMRUP | ASSAM | 781030 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.2 CrAdmitted-Finance AMGURI HOUSE NO 0 CITY TOWN CHIRANG P O AMGURI P S AMGURI DISTRICT CHIRANG PIN 783393 | CHIRANG | ASSAM | 783393 | ₹1.2 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.2 CrAdmitted-Finance C O SRI BANAMALI DAS WARD NO 3 THAKURBARI ROAD P O BIJNI DIST CHIRANG ASSAM 783390 | CHIRANG | ASSAM | 783390 | ₹1.2 Cr | L1 | Admitted-Finance |
| 4 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 5 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NABA BASUMATARY L1 | kajalkrdas L1 | LAJIK BRAHMA L1 | ACHINTA NARZARY L1 | KAMALA KANTA KHAKLARY L1 | BIJIT BRAHMA L1 | SRI SHRIRAM RABIDAS L1 | Surajit Brahma L2 | kamalchgoyary L1 | NAVA KT TALUKDAR L1 | ranjanbasumatary L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 12,111.88 | Cum | 234.52 ₹28,40,478.1 | 190 ₹23,01,257.2 Lowest | 234.52 ₹28,40,478.1 | 234.52 ₹28,40,478.1 | 234.52 ₹28,40,478.1 | 234.52 ₹28,40,478.1 | 234.52 ₹28,40,478.1 | 234.52 ₹28,40,478.1 | 198 ₹23,98,152.24 | 235 ₹28,46,291.8 | 200 ₹24,22,376 |
| 2.00 | 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 (I) Private Land | 8,056 | Cum | 291.18 ₹23,45,746.08 | 240 ₹19,33,440 | 291.18 ₹23,45,746.08 | 291.18 ₹23,45,746.08 | 291.18 ₹23,45,746.08 | 291.18 ₹23,45,746.08 | 291.18 ₹23,45,746.08 | 291.17 ₹23,45,665.52 | 235 ₹18,93,160 | 291 ₹23,44,296 | 230 ₹18,52,880 Lowest |
| 3.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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) For grading II materials | 2,252 | Cum | 1,824.04 ₹41,07,738.08 | 2,100 ₹47,29,200 | 1,824.04 ₹41,07,738.08 | 1,824.04 ₹41,07,738.08 | 1,824.04 ₹41,07,738.08 | 1,824.04 ₹41,07,738.08 | 1,824.04 ₹41,07,738.08 | 1,824 ₹41,07,648 | 2,090 ₹47,06,680 | 1,822 ₹41,03,144 Lowest | 2,100 ₹47,29,200 |
| 4.00 | Double Row 1200mm dia HPC
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. In Ordinary soil (i) Upto 3 m depth | 153.6 | Cum | 103.73 ₹15,932.93 | 100 ₹15,360 Lowest | 103.73 ₹15,932.93 | 103.73 ₹15,932.93 | 103.73 ₹15,932.93 | 103.73 ₹15,932.93 | 103.73 ₹15,932.93 | 103.73 ₹15,932.93 | 100 ₹15,360 Lowest | 104 ₹15,974.4 | 100 ₹15,360 Lowest |
| 5.00 | Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
B With Natural Gravel
PCC M15
Nominal Mix 1:2.5:5 | 33.36 | Cum | 5,172.05 ₹1,72,539.59 Lowest | 5,800 ₹1,93,488 | 5,172.05 ₹1,72,539.59 Lowest | 5,172.05 ₹1,72,539.59 Lowest | 5,172.05 ₹1,72,539.59 Lowest | 5,172.05 ₹1,72,539.59 Lowest | 5,172.05 ₹1,72,539.59 Lowest | 5,172.07 ₹1,72,540.26 | 5,799.99 ₹1,93,487.67 | 5,172.12 ₹1,72,541.92 | 5,800 ₹1,93,488 |
| 6.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
I Brick masonry in 1:3 cement mortar | 98.01 | Cum | 4,516.8 ₹4,42,691.57 Lowest | 5,000 ₹4,90,050 | 4,516.8 ₹4,42,691.57 Lowest | 4,516.8 ₹4,42,691.57 Lowest | 4,516.8 ₹4,42,691.57 Lowest | 4,516.8 ₹4,42,691.57 Lowest | 4,516.8 ₹4,42,691.57 Lowest | 4,516.9 ₹4,42,701.37 | 5,000 ₹4,90,050 | 4,517 ₹4,42,711.17 | 5,000 ₹4,90,050 |
| 7.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
A) 1200 mm dia | 80 | Rm | 10,032.46 ₹8,02,596.8 | 11,147 ₹8,91,760 | 10,032.46 ₹8,02,596.8 | 10,032.46 ₹8,02,596.8 | 10,032.46 ₹8,02,596.8 | 10,032.46 ₹8,02,596.8 | 10,032.46 ₹8,02,596.8 | 10,032.4 ₹8,02,592 | 11,147 ₹8,91,760 | 10,032 ₹8,02,560 Lowest | 11,147 ₹8,91,760 |
| 8.00 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification | 146 | Sqm | 124.87 ₹18,231.02 | 180 ₹26,280 | 124.87 ₹18,231.02 | 124.87 ₹18,231.02 | 124.87 ₹18,231.02 | 124.87 ₹18,231.02 | 124.87 ₹18,231.02 | 123.22 ₹17,990.12 | 180 ₹26,280 | 123 ₹17,958 Lowest | 180 ₹26,280 |
| 9.00 | Single Row 1200mm dia HPC
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. In Ordinary soil (i) Upto 3 m depth | 95.4 | Cum | 103.74 ₹9,896.8 Lowest | 130 ₹12,402 | 103.74 ₹9,896.8 Lowest | 103.74 ₹9,896.8 Lowest | 103.74 ₹9,896.8 Lowest | 103.74 ₹9,896.8 Lowest | 103.74 ₹9,896.8 Lowest | 105 ₹10,017 | 130.02 ₹12,403.91 | 104 ₹9,921.6 | 130 ₹12,402 |
| 10.00 | Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
B With Natural Gravel
PCC M15
Nominal Mix 1:2.5:5 | 19.26 | Cum | 5,172.04 ₹99,613.49 | 5,698.97 ₹1,09,762.16 | 5,172.04 ₹99,613.49 | 5,172.04 ₹99,613.49 | 5,172.04 ₹99,613.49 | 5,172.04 ₹99,613.49 | 5,172.04 ₹99,613.49 | 5,170.96 ₹99,592.69 Lowest | 5,698.84 ₹1,09,759.66 | 5,171.99 ₹99,612.53 | 5,698.97 ₹1,09,762.16 |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
4 Jan 2021, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam Chandmari,Ghy
O/o the Chief Engineer, P.W.D. (Roads), Assam Chandmari, Guwahati-3Guwahati - 3
SRE_CHI_20_21_02 Construction of Road for Border Out Post under 15th Bn. SSB, Kajalgaon connecting road from Medinipur BOP to Janata Bazar BOP in Chirang District ,BTAD (Construction including E/W, GSB, and HP culverts works) .
2020_PWD_19651_2
CE/DEV/TB/272/2020-21/3
Open Tender
Civil Works
Item Rate
180 days
Chirang
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,900
Yes
Empowered Officer, ASRB
₹2.6 L
Yes
Chief Engineer, P.W.D. (Roads), Assam Chandmari,
30 Jan 2021
15 Dec 2020
4 Jan 2021
15 Dec 2020
4 Jan 2021
21 Dec 2020
15 Dec 2020 - 4 Jan 2021
19 Dec 2020
Amount
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
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) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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) For grading II materials
Double Row 1200mm dia HPC Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth
Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 B With Natural Gravel PCC M15 Nominal Mix 1:2.5:5
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I Brick masonry in 1:3 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. A) 1200 mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Single Row 1200mm dia HPC Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth
Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 B With Natural Gravel PCC M15 Nominal Mix 1:2.5:5
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I Brick masonry in 1:3 cement mortar
Providing and 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 masonry works in head walls and parapets as per Clause 1106. A) 1200 mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
ranjanbasumatary
kajalkrdas
LAJIK BRAHMA
ACHINTA NARZARY
KAMALA KANTA KHAKLARY
BIJIT BRAHMA
SRI SHRIRAM RABIDAS
NABA BASUMATARY
kamalchgoyary
Surajit Brahma
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