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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹8.9 L (5.14%)Admitted-Finance | ₹1.8 Cr+₹8.9 L (5.14%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹21.9 L (12.6%)Admitted-Finance | ₹2.0 Cr+₹21.9 L (12.6%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 Cr+₹22.4 L (12.9%)Admitted-Finance | ₹2.0 Cr+₹22.4 L (12.9%) | L4 | Admitted-Finance |
| 5 | L5₹2.4 Cr+₹64.2 L (37.1%)Admitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹2.4 Cr+₹64.2 L (37.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BHUWAN CHANDRA NARIYAL L2 | M/S DALIP SINGH ADHIKARI L5 | Laxmi Datt Binwal L1 | PARWATIYA CONSTRUCTION L3 | ROOP SINGH KATHAYAT L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun to lines as per plan X section, L section camber super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual meens indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | LS Job | 4,00,000 ₹4,00,000 | 7,38,317.92 ₹7,38,317.92 | 1,00,000 ₹1,00,000 Lowest | 6,47,961.4 ₹6,47,961.4 | 1,00,000 ₹1,00,000 Lowest |
| 2.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 1,134.98 | Cum | 193 ₹2,19,051.14 | 286.84 ₹3,25,557.66 | 150 ₹1,70,247 Lowest | 230 ₹2,61,045.4 | 242 ₹2,74,665.16 |
| 3.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 189 | Cum | 2,600 ₹4,91,400 | 2,975.63 ₹5,62,394.07 | 2,800 ₹5,29,200 | 2,845 ₹5,37,705 | 2,510 ₹4,74,390 Lowest |
| 4.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications | 849.53 | Cum | 1,200 ₹10,19,436 Lowest | 1,580.67 ₹13,42,826.59 | 1,300 ₹11,04,389 | 1,320 ₹11,21,379.6 | 1,334 ₹11,33,273.02 |
| 5.00 | Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | 92.4 | Cum | 3,600 ₹3,32,640 | 3,703.79 ₹3,42,230.2 | 3,000 ₹2,77,200 Lowest | 3,040 ₹2,80,896 | 3,124 ₹2,88,657.6 |
| 6.00 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 235 | Cum | 519 ₹1,21,965 | 659.5 ₹1,54,982.5 | 400 ₹94,000 Lowest | 534 ₹1,25,490 | 519 ₹1,21,965 |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 193.40 Sqmt. (Cement plaster 15 mm thick 1:4 on stone masonry Rate as per item No.12-3) | 189.15 | Sqmt | 154 ₹29,129.1 | 172.01 ₹32,535.69 | 150 ₹28,372.5 | 139 ₹26,291.85 Lowest | 145 ₹27,426.75 |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 169.65 | Cum | 5,000 ₹8,48,250 | 5,342 ₹9,06,270.3 | 4,400 ₹7,46,460 | 4,324 ₹7,33,566.6 Lowest | 4,506 ₹7,64,442.9 |
| 9.00 | Stone masonry in cement mortar for substructure omplete as per drawing & technical specification Clauses 702, 704, 1202 and 1204(In cement mortar (1:5) | 292.8 | Cum | 3,000 ₹8,78,400 | 3,163.38 ₹9,26,237.66 | 2,500 ₹7,32,000 Lowest | 3,025 ₹8,85,720 | 2,668 ₹7,81,190.4 |
| 10.00 | Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(R.C.C grade M 25) | 102 | Cum | 6,891 ₹7,02,882 | 6,552.32 ₹6,68,336.64 | 6,000 ₹6,12,000 | 5,305 ₹5,41,110 Lowest | 5,526 ₹5,63,652 |
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
27 Nov 2020, 11:00 amClosed
S.E 3rd Circle P.W.D Pithoragarh
Office Of S.E 3rd Circle P.W.D Pithoragarh
Renovation of Sipti Simad Motor road in Distt Champawat in km 0.00 to 4.00 under state sector
2020_pwd_27438_1
5268/208 c 03/2020 date 04-11-2020
Open Tender
Civil Works - Roads
Item Rate
540 days
champawat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
E E P.D pwd Chanpawat
₹5.2 L
Pithoragarh
16 Dec 2020
11 Nov 2020
27 Nov 2020
12 Nov 2020
27 Nov 2020
12 Nov 2020
20 Nov 2020
Amount
Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun to lines as per plan X section, L section camber super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual meens indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications
Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 193.40 Sqmt. (Cement plaster 15 mm thick 1:4 on stone masonry Rate as per item No.12-3)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Stone masonry in cement mortar for substructure omplete as per drawing & technical specification Clauses 702, 704, 1202 and 1204(In cement mortar (1:5)
Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(R.C.C grade M 25)
Supplying, fitting, and placing TMT bar reinforcement in substructure, complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.(The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications(First Revision'2014) and IS 1786:2008 clause no. 1.6)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Nominal mix (1:2:4))
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Excavation For Surface Kutccha Drain Of Cross-section Area=0.18 Sqmt. As-(0.50+0.30)/2*0.45
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. 3-2-2 With VG-10 grade Bitume
Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Manual Means.Case - II : Type B.Seal Coat Using Bitumen (S-90)
5th Kilometre Stone (precast)
Reinforced cement concrete M15 grad ordinaryKilometer Stone (Precast),including painting and printing
Reinforced cement concrete M15 grade 200 m stone (precast),including painting and printing( Hectometer)
BHUWAN CHANDRA NARIYAL
PARWATIYA CONSTRUCTION
ROOP SINGH KATHAYAT
M/S DALIP SINGH ADHIKARI
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