Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹2.9 L (1.55%)Admitted-Finance | ₹1.9 Cr+₹2.9 L (1.55%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹10.6 L (5.66%)Admitted-Finance | ₹2.0 Cr+₹10.6 L (5.66%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 Cr+₹11.6 L (6.23%)Admitted-Finance | ₹2.0 Cr+₹11.6 L (6.23%) | L4 | Admitted-Finance |
| 5 | L5₹2.0 Cr+₹14.9 L (7.98%)Admitted-Finance VILLAGE SHATHAWAL P O KEDI TEHSIL CHOPAL DISTT SHIMLA H P | CHOPAL | SHIMLA | HIMACHAL PRADESH | ₹2.0 Cr+₹14.9 L (7.98%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Avinash Dhiman L4 | PRATAP SINGH VERMA GOVT CONTRACTOR L3 | Ashok Negi L7 | MILAP SINGH THAKUR L1 | Pawan Sood L2 | Sachin Sood L8 | Om Prakash Mehta L6 | Dinesh Chauhan L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earthwork in hilly area all heights and depths, in all kind of soil by manual/mechanical means including saturated soil comprising of mixed soil, ordinary rock and hard rock and hard rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 1603.1 & 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable cut materials in specified manner , trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for useful stones, for 4623.81 cum. (four thousand six hundred twenty three point eight one cubic meter) @ Rupees 300/= only (Rupees three hundred only) per cubic metre shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. | 42,681.29 | Per Cubic metre | 234 ₹99,87,421.86 | 223 ₹95,17,927.67 | 238.35 ₹1,01,73,085.47 | 151 ₹64,44,874.79 Lowest | 195 ₹83,22,851.55 | 240 ₹1,02,43,509.6 | 200 ₹85,36,258 | 251 ₹1,07,13,003.79 |
| 2.00 | Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 305.1 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. | 264.2 | Per Cubic metre | 245 ₹64,729 | 450 ₹1,18,890 | 166.54 ₹43,999.87 | 180 ₹47,556 | 175 ₹46,235 | 220 ₹58,124 | 150 ₹39,630 Lowest | 151 ₹39,894.2 |
| 3.00 | Earth work in excavation for structures in all depths as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavatd suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of useful materials for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsiblity of the contractor which shall have to be duly compensate. | 926.77 | Per Cubic metre | 235 ₹2,17,790.95 | 280 ₹2,59,495.6 | 415.79 ₹3,85,341.7 | 300 ₹2,78,031 | 250 ₹2,31,692.5 | 372 ₹3,44,758.44 | 300 ₹2,78,031 | 151 ₹1,39,942.27 Lowest |
| 4.00 | Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications Clause 1301 including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 1,300.8 | Per Cubic metre | 2,550 ₹33,17,040 | 2,200 ₹28,61,760 Lowest | 2,683.45 ₹34,90,631.76 | 3,000 ₹39,02,400 | 2,500 ₹32,52,000 | 2,600 ₹33,82,080 | 2,800 ₹36,42,240 | 2,299 ₹29,90,539.2 |
| 5.00 | Providing and laying concrete Mechanically mixed and vibrated PCC 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40mm nominal size) for plain/reinforced concrete in open foundation and plinths or similar works complete as per clauses 802, 803, 1202 & 1203 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge. | 95.3 | Per Cubic metre | 3,990 ₹3,80,247 | 3,700 ₹3,52,610 | 4,075.9 ₹3,88,433.27 | 4,200 ₹4,00,260 | 3,800 ₹3,62,140 | 3,800 ₹3,62,140 | 4,500 ₹4,28,850 | 2,800 ₹2,66,840 Lowest |
| 6.00 | Providing and laying cement concrete Mechanically mixed and vibrated PCC M-10 nominal mix 1:3:6(1cement:3sand:6graded stone aggregate 40mm nominal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings & Technical Specification for rural roads August 2004 Clause 802,803,1202 &1203 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge. | 105.93 | Per Cubic metre | 5,080 ₹5,38,124.4 | 6,000 ₹6,35,580 | 5,296.76 ₹5,61,085.79 | 6,500 ₹6,88,545 | 5,000 ₹5,29,650 | 5,500 ₹5,82,615 | 5,700 ₹6,03,801 | 4,200 ₹4,44,906 Lowest |
| 7.00 | 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 (1 cement :3 sand) including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge. | 4.9 | Per Cubic metre | 7,700 ₹37,730 | 4,700 ₹23,030 | 430.58 ₹2,109.84 Lowest | 4,500 ₹22,050 | 4,000 ₹19,600 | 4,500 ₹22,050 | 4,900 ₹24,010 | 4,800 ₹23,520 |
| 8.00 | Providing and laying reinforced cement concrete 900mm diameter (Nine Hundred millimeter) pipe NP2 including jointing for culverts on first class bedding of granular material in sigle row invluding fixing collor 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 as per drawing and technical specifications clauses 1108 including the cost of form work and hauling of material through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge. | 70 | Per Running metre | 4,710 ₹3,29,700 | 4,600 ₹3,22,000 | 5,138.65 ₹3,59,705.5 | 4,800 ₹3,36,000 | 5,000 ₹3,50,000 | 4,700 ₹3,29,000 | 5,017 ₹3,51,190 | 4,150 ₹2,90,500 Lowest |
| 9.00 | Providing and laying concrete Mechanically mixed and vibrated PCC 1:4:8 (one :cment: founr sand : eight graded sotne aggregate 40mm nominal size) for plain/reinforced concrete work in open foundation and plinths or similar works complete as per 802,803,1202 & 1203 and curing complete including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-charge. | 910.5 | Per Cubic metre | 5,040 ₹45,88,920 | 4,200 ₹38,24,100 | 4,526.33 ₹41,21,223.46 | 5,077 ₹46,22,608.5 | 4,500 ₹40,97,250 | 5,800 ₹52,80,900 | 4,900 ₹44,61,450 | 3,999 ₹36,41,089.5 Lowest |
| 10.00 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (for R/wall) including carriage of materials through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge. | 540 | Each | 245 ₹1,32,300 | 250 ₹1,35,000 | 441.03 ₹2,38,156.2 | 430 ₹2,32,200 | 400 ₹2,16,000 | 350 ₹1,89,000 | 400 ₹2,16,000 | 150 ₹81,000 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
24 Apr 2023, 9:00 amClosed
EE Rampur
EE B and R Division HPPWD Rampur
SH Formation cutting 5.7 mtr. wide, C.O R.wall, B.wall, cross drainage work, P.L Kharanja stone soling and unlined drain Under NABARD
2023_PWD_72227_1
PW/RMP/TA/2022-18161 dated 09.03.2023
Open Tender
Civil Works - Roads
Item Rate
Rampur
Please refer Tender documents.
14 documents required · 14 mandatory
₹5,000
Yes
EE Rampur
₹5.0 L
Yes
27 Apr 2023
13 Apr 2023
24 Apr 2023
13 Apr 2023
24 Apr 2023
13 Apr 2023
13 Apr 2023 - 24 Apr 2023
Amount
Excavation in earthwork in hilly area all heights and depths, in all kind of soil by manual/mechanical means including saturated soil comprising of mixed soil, ordinary rock and hard rock and hard rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 1603.1 & 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable cut materials in specified manner , trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for useful stones, for 4623.81 cum. (four thousand six hundred twenty three point eight one cubic meter) @ Rupees 300/= only (Rupees three hundred only) per cubic metre shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.
Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 305.1 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.
Earth work in excavation for structures in all depths as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavatd suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of useful materials for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsiblity of the contractor which shall have to be duly compensate.
Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications Clause 1301 including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying concrete Mechanically mixed and vibrated PCC 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40mm nominal size) for plain/reinforced concrete in open foundation and plinths or similar works complete as per clauses 802, 803, 1202 & 1203 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.
Providing and laying cement concrete Mechanically mixed and vibrated PCC M-10 nominal mix 1:3:6(1cement:3sand:6graded stone aggregate 40mm nominal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings & Technical Specification for rural roads August 2004 Clause 802,803,1202 &1203 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
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 (1 cement :3 sand) including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.
Providing and laying reinforced cement concrete 900mm diameter (Nine Hundred millimeter) pipe NP2 including jointing for culverts on first class bedding of granular material in sigle row invluding fixing collor 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 as per drawing and technical specifications clauses 1108 including the cost of form work and hauling of material through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Providing and laying concrete Mechanically mixed and vibrated PCC 1:4:8 (one :cment: founr sand : eight graded sotne aggregate 40mm nominal size) for plain/reinforced concrete work in open foundation and plinths or similar works complete as per 802,803,1202 & 1203 and curing complete including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-charge.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (for R/wall) including carriage of materials through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 granular material (For R/wall), including carriage of materials through all modes of transportation within all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-Charge.
stone soling properly hand packed filling intertices with kharanja stone and consolidationg with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. compete as per HPPWD specification 150mm spread thickness (finished work incuding materials and labour) including carriage of material within all leads and lifts and as per HPPWD specification of 1990 volume-I and as per direction of Engineer-in-charge.
Construction of unlined surface drains of average cross sectional area 0.40 (zero point forty) sqm. in all kind of soils such as ordinary soil, ordinary rock and hard rock including blasting (if required) to specified lines, grades, levels and dimensions excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per technical specification clause 307 including the cost of form work and hauling of material through all modes of transporations within all leads and lifts and as per the entire satisfaction and direction of the Engineer-in-charge.
Pawan Sood
PRATAP SINGH VERMA GOVT CONTRACTOR
Avinash Dhiman
Dinesh Chauhan
Om Prakash Mehta
Ashok Negi
Sachin Sood
stage.html
html • 0.04 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.95 MB
sbd.pdf
Tender Documents • 1.29 MB
BOQ_108695.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .