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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.6 CrAdmitted-Finance VILL BALADOBA P O SOUTH SALMARA DIST DHUBRI ASSAM | ₹2.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹2.6 CrAdmitted-Finance MATIFATA HOUSE NO 59 FAKIRGANJ P O RAVATARY P S FAKIRGANJ DIST DHUBRI PIN 783330 | DHUBRI | ASSAM | 783330 | ₹2.6 Cr | L1 | Admitted-Finance |
| 4 | L1₹2.6 CrAdmitted-Finance VILL DONGARKUCHI P O SONKUCHI P S BARPETA DIST BARPETA ASSAM 781301 | BARPETA | ASSAM | 781301 | ₹2.6 Cr | L1 | Admitted-Finance |
| 5 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Alimuddin Mondal L1 | Giyas Uddin Ahmed L1 | ABDUL GOFUR MOLLAH L1 | Abdul Jobber Ali L1 | Hafizur Rahman L1 | SHAMIM AMEEN L1 | Fayzal Hoque 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 | 41,943.62 | Cum | 232 ₹97,30,919.84 | 210 ₹88,08,160.2 | 230 ₹96,47,032.6 | 234 ₹98,14,807.08 | 230 ₹96,47,032.6 | 234 ₹98,14,807.08 | 165 ₹69,20,697.3 Lowest |
| 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 | 12,588.2 | Cum | 260 ₹32,72,932 | 250 ₹31,47,050 | 290 ₹36,50,578 | 291 ₹36,63,166.2 | 295 ₹37,13,519 | 292 ₹36,75,754.4 | 200 ₹25,17,640 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 | 2,310 | Cum | 2,427 ₹56,06,370 | 2,710 ₹62,60,100 | 2,500 ₹57,75,000 | 2,388 ₹55,16,280 | 2,400 ₹55,44,000 | 2,377 ₹54,90,870 Lowest | 3,800 ₹87,78,000 |
| 4.00 | Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years. | 300 | Each | 550 ₹1,65,000 | 710 ₹2,13,000 | 600 ₹1,80,000 | 671 ₹2,01,300 | 490 ₹1,47,000 Lowest | 671 ₹2,01,300 | 745 ₹2,23,500 |
| 5.00 | 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), 80cm x 60cm rectangular | 1 | Each | 7,379.16 ₹7,379.16 | 8,408.1 ₹8,408.1 | 7,477.4 ₹7,477.4 | 6,988.14 ₹6,988.14 | 5,145.4 ₹5,145.4 Lowest | 6,795.84 ₹6,795.84 | 7,393.5 ₹7,393.5 |
| 6.00 | RCC Box Cell Culvert (3 x 4.00m x 4.00m)
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 | 558 | Cum | 230 ₹1,28,340 | 260.58 ₹1,45,403.64 | 230 ₹1,28,340 | 234 ₹1,30,572 | 200 ₹1,11,600 | 234 ₹1,30,572 | 160 ₹89,280 Lowest |
| 7.00 | 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 | 27 | Cum | 3,000 ₹81,000 | 3,261.2 ₹88,052.4 | 2,900 ₹78,300 Lowest | 2,935 ₹79,245 | 3,200 ₹86,400 | 2,935 ₹79,245 | 3,800 ₹1,02,600 |
| 8.00 | 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 | 755.34 | Cum | 100 ₹75,534 Lowest | 115.26 ₹87,060.49 | 100 ₹75,534 Lowest | 103 ₹77,800.02 | 100 ₹75,534 Lowest | 104 ₹78,555.36 | 100 ₹75,534 Lowest |
| 9.00 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
Sand filling | 63.9 | Cum | 1,250 ₹79,875 | 1,595.33 ₹1,01,941.59 | 1,400 ₹89,460 | 1,435 ₹91,696.5 | 1,050 ₹67,095 Lowest | 1,436 ₹91,760.4 | 1,200 ₹76,680 |
| 10.00 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 63.9 | Cum | 5,500 ₹3,51,450 | 5,894.76 ₹3,76,675.16 | 5,300 ₹3,38,670 | 5,305 ₹3,38,989.5 | 5,300 ₹3,38,670 | 5,305 ₹3,38,989.5 | 4,500 ₹2,87,550 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
23 Dec 2020, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_G_20_21_33 Re-construction of Bondihana Majerchar Road (From Ch. 9800.00 to 17500.00 m) including Reconstruction of RCC Box Cell Culvert under SOPD-G for the year 2020-21, South Salmara LAC
2020_PWD_19537_1
CE/DEV/TB/93/2020-21/21
Open Tender
Civil Works
Item Rate
270 days
South Salmara
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,500
Empowered Officer, Assam State Road Board
₹5.7 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
19 Jan 2021
3 Dec 2020
23 Dec 2020
3 Dec 2020
23 Dec 2020
9 Dec 2020
3 Dec 2020 - 23 Dec 2020
7 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
Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.
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), 80cm x 60cm rectangular
RCC Box Cell Culvert (3 x 4.00m x 4.00m) 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 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
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
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 Sand filling
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A With Crushed Stone IV RCC Grade M 25 i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii Sandy material
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
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
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
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Drainage Spouts complete as per drawing and Technical specification
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
Giyas Uddin Ahmed
ABDUL GOFUR MOLLAH
Alimuddin Mondal
SHAMIM AMEEN
Hafizur Rahman
Abdul Jobber Ali
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