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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹79.5 L (35.3%)Admitted-Finance | ₹3.0 Cr+₹79.5 L (35.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | - | - | Rejected-Technical Not-Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not-Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not-Qualified |
| Sl No | Description | Qty | Unit | SRI ABDUL MATIN L2 | Abdul Quddus L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in hilly area in soil by machanical means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slops)
(b) Disposing of excavated earth on the barren valley side. | 2,65,029.06 | M3 | 102.3 ₹2,71,12,472.43 | 75.5 ₹2,00,09,693.73 Lowest |
| 2.00 | Felling and removing
( C) Cutting trees including uprooting and removing
(ii) 1000 mm to 1500 mm girth. | 200 | Each | 170.02 ₹34,004 | 126.7 ₹25,340 Lowest |
| 3.00 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300- (including compensation of earth). (Including cost of testing of materials at site and laboratory as directed by the deptt.
a) from private land. | 507.19 | cum | 314.9 ₹1,59,714.13 | 234.76 ₹1,19,067.92 Lowest |
| 4.00 | Construction of Granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with and initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) Using Grading 1 material. | 195 | cum | 3,332.69 ₹6,49,874.55 | 2,484.3 ₹4,84,438.5 Lowest |
| 5.00 | Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.
(b) Other than Guwahati city | 1,774.98 | Cum | 231.2 ₹4,10,375.38 | 172.36 ₹3,05,935.55 Lowest |
| 6.00 | Providing, laying, speading and compacting and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clauwe 405. WBM Grading III (using stone screening type A 13.2 mm for Gr 3). | 100.88 | cum | 5,242.3 ₹5,28,843.22 | 3,907.91 ₹3,94,229.96 Lowest |
| 7.00 | Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and 28 days compressive strength not less than 30 N/m over a layer of bedding sand of compacted thickness 30mm, laid either in stretcher/ running/ herringbone pattern of bonds as directed by the engineer and in proper level and grade and compacted with appropriate equipment such as plat vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawings and Technical specification clause 1504 of MORD. | 500.64 | sqm | 1,031.4 ₹5,16,360.1 | 768.89 ₹3,84,937.09 Lowest |
| 8.00 | 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 | 110.16 | Cum | 132 ₹14,541.12 | 98.4 ₹10,839.74 Lowest |
| 9.00 | 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. P.C.C grade M 10
Nominal mix 1:3:6 | 11.91 | Cum | 5,700 ₹67,887 | 4,277.6 ₹50,946.22 Lowest |
| 10.00 | 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 | 111.72 | Cum | 7,300 ₹8,15,556 | 5,471.6 ₹6,11,287.15 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
16 Dec 2021, 2:00 pmClosed
Addl. CE, PWD (Bldg), PCC Project Assam, Chandmari
O/O The CE, PWD (Bldg), Assam, Chandmari, Ghy-3
Earth Cutting to accommodation Government Model College at Katlicherra, Hailakandi during financial year 2020-2021
2021_PWBNH_23576_1
SMC/72/2021/2 Dated Guwahati the 11th Nov. 2021
Open Tender
Civil Works - Building
Item Rate
180 days
Hailakandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,300
Assam State Road Board Maintenance (Road) Fund
₹5.5 L
Yes
O/O The CE, PWD (Bldg), Assam, Chandmari, Ghy-3
29 Jan 2022
4 Dec 2021
16 Dec 2021
4 Dec 2021
16 Dec 2021
4 Dec 2021
13 Dec 2021
Amount
Excavation in hilly area in soil by machanical means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slops) (b) Disposing of excavated earth on the barren valley side.
Felling and removing ( C) Cutting trees including uprooting and removing (ii) 1000 mm to 1500 mm girth.
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300- (including compensation of earth). (Including cost of testing of materials at site and laboratory as directed by the deptt. a) from private land.
Construction of Granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with and initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) Using Grading 1 material.
Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city
Providing, laying, speading and compacting and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clauwe 405. WBM Grading III (using stone screening type A 13.2 mm for Gr 3).
Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and 28 days compressive strength not less than 30 N/m over a layer of bedding sand of compacted thickness 30mm, laid either in stretcher/ running/ herringbone pattern of bonds as directed by the engineer and in proper level and grade and compacted with appropriate equipment such as plat vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawings and Technical specification clause 1504 of MORD.
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. P.C.C grade M 10 Nominal mix 1:3:6
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 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed stone I. R.C.C grade M 20 (I) For nominal mix 1:2:4 a} Height upto 5 M
Drainage spouts complete as per drawing and technical specifications Clause 1209
Filler Joint Iv} Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) MT-IS 1786 ( Fe-500 D) Primary Producer tonne 78525.00 (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent)
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
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
SRI ABDUL MATIN
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