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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹27.7 L (9.24%)Admitted-Finance | ₹3.3 Cr+₹27.7 L (9.24%) | L2 | Admitted-Finance |
| 3 | L3₹3.3 Cr+₹32.6 L (10.9%)Admitted-Finance | ₹3.3 Cr+₹32.6 L (10.9%) | L3 | Admitted-Finance |
| 4 | L4₹3.6 Cr+₹64.0 L (21.4%)Admitted-Finance DHRAMPUR DIVISION HP PWD DHARAMPUR HP | ₹3.6 Cr+₹64.0 L (21.4%) | L4 | Admitted-Finance |
| 5 | L5₹4.0 Cr+₹1.0 Cr (33.6%)Admitted-Finance | ₹4.0 Cr+₹1.0 Cr (33.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Munish kumar sharma L1 | Ishwar Singh Rathour L2 | BHAGASIDH CONSTRUCTION and ENGINEERING PVT LTD L3 | Nveen Sharma L4 | R P Dhiman L5 | vikas sharma L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in hill area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling / wedging out side of rock ( where blasting is prohibited ) and their intermediate classification of soil including dewatering where required settingout to the required line grades , side slopes triming bottom and level as shown on drawings as directed by the Enginner -in charge at site according to technical clause 1603.1 and 1603.2 sorting useful / un-useful materials and stacking the same in all leads and lifts and transportation of the useful materials for filling in roads ways , embankments for grades improvements and levelling to the require grade and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of trasportation including head load animal load or machnical means alongwith its leveling fine dressing and all labour, machinaries , materials , tools equipments and sefety measures and incidentals necessary to complete the work by all means ( if any required ) recovary for 9933.72 cubic metre @ Rs. 300.00 per cubic metre amount to Rs. 29,80,116/- only shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contrator , which shall have to be duly compensated by him in all respect including all leads and lifts and materials and as per direction of Enginer in charge . | 1,37,123.58 | Per cubic metre | - | - | - | - | - | - |
| 2.00 | Earth work in excavation for structures i.e in foundation & trenches etc. as per drawing and technical specification clause 305.1 in all kinds of soil such as pick , jumper , blasting work by blasting or chiseling or any other intermediate classification of soil in dry or saturated condition in all leads & lifts including timbering or trenches shoring bracing and strutting dewatering pumping or bailing out water caused by rains springs , sub- soil water canal or river seepage etc. as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer – in – charge and then returning the stacked soil in fifteen centimeters, layer when required in to plinth and sides of foundation etc. consolidation each deposited layer by ramming watering and then disposing of all surplus unserviceable material as per the direction of the Engineer – in -charge with in all leads and lifts disposed material to be leveled and neatly dressed. ) complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | 3,446.2 | Per cubic metre | - | - | - | - | - | - |
| 3.00 | Providing and laying mechanically mixed plain cement concrete 1:6:12 (one cement : six sand : twelve graded /crushed stone aggregate 40mm ( forty millimetres) broken/ crushed stone aggregate in open foundations and curing complete including cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | 369.37 | Per cubic metre | - | - | - | - | - | - |
| 4.00 | Providing and laying mechnically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curring complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | 244.68 | Per cubic metre | - | - | - | - | - | - |
| 5.00 | Random rubble Stone masonry work in cement mortar 1:6( one cement : six sand )for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1206 and curing complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | 1,556.46 | Per cubic metre | - | - | - | - | - | - |
| 6.00 | Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1604 or as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals. | 1,571.34 | Per cubic metre | - | - | - | - | - | - |
| 7.00 | Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1206.3 complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | 658.43 | Per cubic metre | - | - | - | - | - | - |
| 8.00 | Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter ) dia G.I wire conforming to IS :280 and IS : 4826 in 100mm x 100mm ( one hundred in to one hundred millimeters ) mesh (woven diagonally ) including 10% (ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing and technical specification clause 1301. within all leads , lifts and carriage of materials and other incidentals . | 309.38 | Per Cubic metre | - | - | - | - | - | - |
| 9.00 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1206. Coursed rubble masonry (2nd sort)1n cement mortar 1:5 ( one cement : five sand ) and curing complete or as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals. | 542.97 | per Cubic metre | - | - | - | - | - | - |
| 10.00 | Providing and laying 900mm ( nine hundred millimeter ) dia reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation , protection work, back filling concrete and masonry work in head walls and parapets clause 1101. as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals. | 350 | per Running metre | - | - | - | - | - | - |
Tender Value
₹6.1 Cr
EMD Value
₹6.4 L
Closing Date
12 Oct 2020, 9:00 amClosed
EEHPPWD Gohar
Executive Engineer, Gohar Division, HPPWD.Gohar
Construction of Bhalothi to Saryach road Km 0/0 to 10/500 under NABARAD RIDF-XXV Distt. Mandi HP (SH- Formation cutting, Retaining walls, Breast walls, cross Drainage works and road side un lined surface drain etc. in Km 0/0 to 10/500)
2020_PWD_41196_1
6301-40 dated 24/09/2020
Open Tender
Civil Works
Item Rate
547 days
Gohar
Please refer Tender documents.
18 documents required · 18 mandatory
₹5,000
Yes
EE Gohar
₹6.4 L
Yes
15 Jun 2024
1 Oct 2020
12 Oct 2020
1 Oct 2020
12 Oct 2020
1 Oct 2020
Amount
Excavation in soil in hill area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling / wedging out side of rock ( where blasting is prohibited ) and their intermediate classification of soil including dewatering where required settingout to the required line grades , side slopes triming bottom and level as shown on drawings as directed by the Enginner -in charge at site according to technical clause 1603.1 and 1603.2 sorting useful / un-useful materials and stacking the same in all leads and lifts and transportation of the useful materials for filling in roads ways , embankments for grades improvements and levelling to the require grade and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of trasportation including head load animal load or machnical means alongwith its leveling fine dressing and all labour, machinaries , materials , tools equipments and sefety measures and incidentals necessary to complete the work by all means ( if any required ) recovary for 9933.72 cubic metre @ Rs. 300.00 per cubic metre amount to Rs. 29,80,116/- only shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contrator , which shall have to be duly compensated by him in all respect including all leads and lifts and materials and as per direction of Enginer in charge .
Earth work in excavation for structures i.e in foundation & trenches etc. as per drawing and technical specification clause 305.1 in all kinds of soil such as pick , jumper , blasting work by blasting or chiseling or any other intermediate classification of soil in dry or saturated condition in all leads & lifts including timbering or trenches shoring bracing and strutting dewatering pumping or bailing out water caused by rains springs , sub- soil water canal or river seepage etc. as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer – in – charge and then returning the stacked soil in fifteen centimeters, layer when required in to plinth and sides of foundation etc. consolidation each deposited layer by ramming watering and then disposing of all surplus unserviceable material as per the direction of the Engineer – in -charge with in all leads and lifts disposed material to be leveled and neatly dressed. ) complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Providing and laying mechanically mixed plain cement concrete 1:6:12 (one cement : six sand : twelve graded /crushed stone aggregate 40mm ( forty millimetres) broken/ crushed stone aggregate in open foundations and curing complete including cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Providing and laying mechnically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curring complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Random rubble Stone masonry work in cement mortar 1:6( one cement : six sand )for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1206 and curing complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1604 or as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1206.3 complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter ) dia G.I wire conforming to IS :280 and IS : 4826 in 100mm x 100mm ( one hundred in to one hundred millimeters ) mesh (woven diagonally ) including 10% (ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing and technical specification clause 1301. within all leads , lifts and carriage of materials and other incidentals .
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1206. Coursed rubble masonry (2nd sort)1n cement mortar 1:5 ( one cement : five sand ) and curing complete or as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Providing and laying 900mm ( nine hundred millimeter ) dia reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation , protection work, back filling concrete and masonry work in head walls and parapets clause 1101. as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. rubble stone laid in cement mortar 1:3 ( one cement : three sand ) as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Providing and laying cement concrete 1:5:10 ( one cement : five sand : ten crushed stone aggregate 40mm ( forty millimetre ) nominal size including curing complete and cost of form work in retaining wall and breast wall as per HPPWD specification complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Providing and laying mechnically mixed and vibrated cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curring complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge.
Stone masonry work in cement mortar for substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1206. Coursed rubble masonry (2nd sort)1n cement mortar 1:4 ( one cement : four sand ) and curing complete or as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Providing and laying mechanical mixed and vibrated reinforced cement concrete including form work in super structure as per drawing and technical specifications clause 1401.4 for design mix RCC grade -M 25 using crushed stone aggregate 20mm ( twenty millimetre ) nominal size up to any height as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Supplying , fitting and placing HYSD bar reinforcement in super structure complete including cost of binding wire as per drawing and technical specifications clause 1001 as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Construction of unlined surface drain of average cross-section area 0.40 (zero point four zero) sqm in soil to specified lines grades levels and dimensions. Excavated materials to be used in enbankment with a lift upto 3mtrs) and lead of 50m (average lead 25m) as per technical specification clause 307 (A) by me Manual means. using 80% drain to be executed.as per direction and entire satisfaction of Engineer – in- Charge with in all leads and lifts of materials and other incidentals.
Ishwar Singh Rathour
BHAGASIDH CONSTRUCTION and ENGINEERING PVT LTD
Nveen Sharma
R P Dhiman
vikas sharma
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