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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.3 LAccepted-AOC BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-1 | Accepted-AOC Work awarded to the lowest contractor L-1 | |
| 2 | L-2₹8.9 L+₹20,150.84 (2.31%)Rejected-Finance GOVT CONT CLASS C R O BAIJNATH TEHSIL BAIJNATH DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L-2 | Rejected-Finance Rejected due to L-2 |
| Sl No | Description | Qty | Unit | Sunil Kumar L1 | Shalabh Awasthi L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etcetera in earth work involving all classification of soil such as pick work, pick jumper work, blasting work, soft or hard rocks including chiseling/wedging out of rocks where blasting work is prohibited or any other mixed variety of intermediate soil, dewatering and removal of slush if arrisen during course of construction and lifts upto all heights including stacking the excavated soil not more than three meters clear from the edge of the excavation and then returning the stacked soil in 15 cm (fifteen centimeters) thick layers when required into plinths, sides of foundation etcetera consolidating each deposited layer by ramming and watering and then disposing of all surplus excavation earth within all leads,lifts by any mode of transportation and other incidental, as per the direction and entire satisfaction of Engineer-In-Charge. Any loss to the private and public property during course of construction shall be absolute responsibility of the contractor. The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government. | 20.46 | Per cubic metre | 200 ₹4,092 Lowest | 200 ₹4,092 Lowest |
| 2.00 | Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 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 excavated 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 materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. 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 removed 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 whole responsibility of the contractor which shall have to be duly compensated by him at his own cost . | 33.18 | Per cubic metre | 550 ₹18,249 Lowest | 650 ₹21,567 |
| 3.00 | Providing and laying cement concrete 1:6:12 (One cement isto six sand isto twelve aggregate) graded crushed/broken stone aggregate 40mm (forty milimeter) nominal size mechanically mixed and curing complete, excluding cost of form work in foundation and plinth. The rates are inclusive cost and carriage of materials with in all leads, lifts and other incidentals, as per the direction and entire satisfaction of Engineer-In-Charge. | 3.72 | Per cubic metre | 4,900 ₹18,228 | 4,800 ₹17,856 Lowest |
| 4.00 | Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate 20mm (twenty) millimeter nominal size mechanical mixed in cement mortor 1:6 (one cement six sand) including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 13.02 | Per cubic metre | 5,800 ₹75,516 Lowest | 5,900 ₹76,818 |
| 5.00 | Providing form work with steel plates of 3.15mm (three decimal one five milimeter) thick, welded with angle iron in frames of 30x30x5mm (thirty into thirty into five milimeter) so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plain including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 50.4 | Per square metre | 550 ₹27,720 Lowest | 580 ₹29,232 |
| 6.00 | Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level as per drawing and technical specification as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals . | 440.48 | Per Kilogram | 95 ₹41,845.6 Lowest | 100 ₹44,048 |
| 7.00 | Providing and laying cement concrete work 1:2:4 (one Cement isto two Sand isto four graded stone aggregate twenty milimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plain upto floor two level as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 5.29 | Per cubic metre | 7,400 ₹39,146 Lowest | 7,600 ₹40,204 |
| 8.00 | Providing and laying cement concrete work 1:2:4 (one Cement isto two Sand isto four graded stone aggregate twenty milimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Columns, pillars, posts and struts upto floor two level. Walls including attached but tresses,pilasters, and their caps and bases and string courses etc. upto floor two levell as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 2.36 | Per cubic metre | 6,200 ₹14,632 Lowest | 6,300 ₹14,868 |
| 9.00 | Providing and laying precast cement concrete hollow block masonry in partition walls 10 cm (Ten Centimeter) thick with cement concrete hollow blocks of size 40cmx10cmx20cm (fourty by ten by twenty centimeter) including quion block jamb blocks and closers etc. made of cement concrete 1:3:6 ( one cement isto three sand isto six graded stone aggregate 20mm (twenty milimeter) nominal size) laid with cement mortar 1:4 (one cement isto four sand) including curing complete in super structure upto floor two level as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 10.42 | Per cubic metre | 5,600 ₹58,352 Lowest | 5,600 ₹58,352 Lowest |
| 10.00 | 15mm (Fifteen milimeter) cement plaster in single coat on the rough side in cement mortar 1:6 (one Cement isto six Sand). of brick/concrete/stone walls for interior plastering upto floor twol level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth.including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge. | 188.29 | Per square metre | 240 ₹45,189.6 Lowest | 250 ₹47,072.5 |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
14 Oct 2022, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
Balance work of Boundary wall front side and construction of retaining wall at Km. 0/031 to 0/045.30)
2022_PWD_66129_1
PW-JND-B and R-EA-I-NIT- 17015-39 dt. 03-10-2022
Open Tender
Civil Works - Roads
Item Rate
90 days
Lad-Bharol
As Per SBD
9 documents required · 9 mandatory
₹350
₹17,000
18 Aug 2025
7 Oct 2022
15 Oct 2022
7 Oct 2022
14 Oct 2022
7 Oct 2022
Amount
Excavation in foundation, trenches etcetera in earth work involving all classification of soil such as pick work, pick jumper work, blasting work, soft or hard rocks including chiseling/wedging out of rocks where blasting work is prohibited or any other mixed variety of intermediate soil, dewatering and removal of slush if arrisen during course of construction and lifts upto all heights including stacking the excavated soil not more than three meters clear from the edge of the excavation and then returning the stacked soil in 15 cm (fifteen centimeters) thick layers when required into plinths, sides of foundation etcetera consolidating each deposited layer by ramming and watering and then disposing of all surplus excavation earth within all leads,lifts by any mode of transportation and other incidental, as per the direction and entire satisfaction of Engineer-In-Charge. Any loss to the private and public property during course of construction shall be absolute responsibility of the contractor. The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.
Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 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 excavated 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 materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. 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 removed 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 whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .
Providing and laying cement concrete 1:6:12 (One cement isto six sand isto twelve aggregate) graded crushed/broken stone aggregate 40mm (forty milimeter) nominal size mechanically mixed and curing complete, excluding cost of form work in foundation and plinth. The rates are inclusive cost and carriage of materials with in all leads, lifts and other incidentals, as per the direction and entire satisfaction of Engineer-In-Charge.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate 20mm (twenty) millimeter nominal size mechanical mixed in cement mortor 1:6 (one cement six sand) including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
Providing form work with steel plates of 3.15mm (three decimal one five milimeter) thick, welded with angle iron in frames of 30x30x5mm (thirty into thirty into five milimeter) so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plain including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level as per drawing and technical specification as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .
Providing and laying cement concrete work 1:2:4 (one Cement isto two Sand isto four graded stone aggregate twenty milimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plain upto floor two level as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
Providing and laying cement concrete work 1:2:4 (one Cement isto two Sand isto four graded stone aggregate twenty milimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Columns, pillars, posts and struts upto floor two level. Walls including attached but tresses,pilasters, and their caps and bases and string courses etc. upto floor two levell as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
Providing and laying precast cement concrete hollow block masonry in partition walls 10 cm (Ten Centimeter) thick with cement concrete hollow blocks of size 40cmx10cmx20cm (fourty by ten by twenty centimeter) including quion block jamb blocks and closers etc. made of cement concrete 1:3:6 ( one cement isto three sand isto six graded stone aggregate 20mm (twenty milimeter) nominal size) laid with cement mortar 1:4 (one cement isto four sand) including curing complete in super structure upto floor two level as per PWD specification including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
15mm (Fifteen milimeter) cement plaster in single coat on the rough side in cement mortar 1:6 (one Cement isto six Sand). of brick/concrete/stone walls for interior plastering upto floor twol level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth.including curring and carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position in beams joists channels ,angles ,tee ,flats with connecting plates or angle cleats including cutting hoisting fixing in position & applying a priming coat of red lead paint complete including entire carriage of materials within all leads and lifts and other incidentals, as per the direction and entire satisfaction of Engineer-In-Charge.
Providing PVC Pipe 2" dia (Two inch diameter) for electircal installation condut within all leads and lifts and other incidentals, as per the direction and entire satisfaction of Engineer-In-Charge.
Providing and laying cement concrete 1:5:10(one cement: five sand:ten graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) plums and curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arisen at the time of laying under water complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 & 1600 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .
Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 614, 709 & 1206.6 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentials.
Shalabh Awasthi
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