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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹12.0 L (9.38%)Admitted-Finance | ₹1.4 Cr+₹12.0 L (9.38%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹12.0 L (9.39%)Admitted-Finance | ₹1.4 Cr+₹12.0 L (9.39%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹15.7 L (12.3%)Admitted-Finance | ₹1.4 Cr+₹15.7 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹21.2 L (16.6%)Admitted-Finance | ₹1.5 Cr+₹21.2 L (16.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pawan Sood L5 | gopal sharma L3 | Sachin Sood L6 | Er. Ankush Dewan L2 | Happinder Sood L4 | LOKINDER RAITKA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in hilly area in 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 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, etcetra and to protect stability of hill side track 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 tolines,grades,side slopes, width, camber super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge,in conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 of General conditions for contract 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 stones,whether useful or not, for 6141.22 cum(seven thousand fifty point four one cubic metre)in all cases,@ rupees 170/- only(Rupees one hundred seventyonly) per cubic metre shall be effected on pro- rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases. | 43,007.43 | Per Cubic metre | 170 ₹73,11,263.1 | 150 ₹64,51,114.5 Lowest | 223 ₹95,90,656.89 | 171 ₹73,54,270.53 | 181 ₹77,84,344.83 | 150 ₹64,51,114.5 Lowest |
| 2.00 | Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 168.6 | Per Cubic metre | 173 ₹29,167.8 | 170 ₹28,662 | 150 ₹25,290 Lowest | 180 ₹30,348 | 150 ₹25,290 Lowest | 199 ₹33,551.4 |
| 3.00 | Earth work in excavation for all type of road structure such as retaining walls,breast walls,culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil,ordinary rock,hard rocks,chiseling/wedging out of rock (where blasting is prohibited) as per drawing and MORD technical specification Clause 305.1 and as per direction of the Engineer-in-Charge including setting out,construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and baling out water (surface and sub soil water)upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentials. | 1,080.44 | Per Cubic metre | 125 ₹1,35,055 Lowest | 140 ₹1,51,261.6 | 180 ₹1,94,479.2 | 184 ₹1,98,800.96 | 250 ₹2,70,110 | 199 ₹2,15,007.56 |
| 4.00 | Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:6:12 (One cement: six sand : twelve graded crushed stone aggregate) 40 mm (forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials. | 155.29 | Per Cubic metre | 3,500 ₹5,43,515 | 3,500 ₹5,43,515 | 3,200 ₹4,96,928 | 2,600 ₹4,03,754 | 2,000 ₹3,10,580 Lowest | 2,900 ₹4,50,341 |
| 5.00 | Coursed rubble stone masonry work (2nd sort) in cement mortar 1:5 ( one cement : five sand) for substructure complete as per drawing and MORD Technical Specifications Clauses 702, 704, 1202 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 418.32 | Per Cubic metre | 3,500 ₹14,64,120 | 4,500 ₹18,82,440 | 4,300 ₹17,98,776 | 3,400 ₹14,22,288 | 2,600 ₹10,87,632 Lowest | 2,900 ₹12,13,128 |
| 6.00 | Random rubble stone masonry work in cement mortar 1:6 ( one cement : six sand) for substructure complete as per drawing and MORD Technical Specifications Clauses 702, 704, 1202 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 440.9 | Per Cubic metre | 3,600 ₹15,87,240 | 3,800 ₹16,75,420 | 3,500 ₹15,43,150 | 3,600 ₹15,87,240 | 4,075 ₹17,96,667.5 | 2,900 ₹12,78,610 Lowest |
| 7.00 | Providing and laying of boulder apron laid in wire crates with 4 mm (four) millimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( hundred millimetre x hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 374.4 | Per Cubic metre | 2,200 ₹8,23,680 | 2,200 ₹8,23,680 | 1,900 ₹7,11,360 Lowest | 2,000 ₹7,48,800 | 2,125 ₹7,95,600 | 2,400 ₹8,98,560 |
| 8.00 | Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etcetra for sub-structure and super structure complete as per drawing and MORD Technical Specification clauses 704.6 and 1302.5 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 554.61 | Per Cubic metre | 3,000 ₹16,63,830 | 2,100 ₹11,64,681 | 1,750 ₹9,70,567.5 | 1,600 ₹8,87,376 | 1,500 ₹8,31,915 Lowest | 1,900 ₹10,53,759 |
| 9.00 | Back filling behind abutment, wing wall and return wall with Granular material complete as per drawings and technical specification clause 1204.3.8 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 229.74 | Per Cubic metre | 600 ₹1,37,844 Lowest | 700 ₹1,60,818 | 700 ₹1,60,818 | 900 ₹2,06,766 | 900 ₹2,06,766 | 600 ₹1,37,844 Lowest |
| 10.00 | Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred ) millimetre dia 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 masonary work in head walls and parapets clause 1108 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 60 | Per Running metre | 4,000 ₹2,40,000 | 4,500 ₹2,70,000 | 4,500 ₹2,70,000 | 4,000 ₹2,40,000 | 4,200 ₹2,52,000 | 3,500 ₹2,10,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
15 Feb 2021, 5:30 pmClosed
EE Nirmand
Executive Engineer, Outer Seraj Division, HP.PWD. Nirmand
Construction of link road from Jaon to Oddidhar Km. 0 00 to 2 900 . SH Balance work of Formation Cutting 5 7 mtrs wide road including R walls B wall CD works unlined surface in Km. 0 00 to 2 900. Under RIDF XXIV
2021_PWD_44048_1
No.-PW/OSDN/TA-NIT/-13258-68 Dated 30.01.2021
Open Tender
Civil Works
Item Rate
365 days
Nirmand
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
EE Nirmand
₹2.1 L
9 Mar 2021
5 Feb 2021
17 Feb 2021
5 Feb 2021
15 Feb 2021
5 Feb 2021
Amount
Excavation in earth work in hilly area in 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 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, etcetra and to protect stability of hill side track 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 tolines,grades,side slopes, width, camber super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge,in conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 of General conditions for contract 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 stones,whether useful or not, for 6141.22 cum(seven thousand fifty point four one cubic metre)in all cases,@ rupees 170/- only(Rupees one hundred seventyonly) per cubic metre shall be effected on pro- rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases.
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Earth work in excavation for all type of road structure such as retaining walls,breast walls,culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil,ordinary rock,hard rocks,chiseling/wedging out of rock (where blasting is prohibited) as per drawing and MORD technical specification Clause 305.1 and as per direction of the Engineer-in-Charge including setting out,construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and baling out water (surface and sub soil water)upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentials.
Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:6:12 (One cement: six sand : twelve graded crushed stone aggregate) 40 mm (forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.
Coursed rubble stone masonry work (2nd sort) in cement mortar 1:5 ( one cement : five sand) for substructure complete as per drawing and MORD Technical Specifications Clauses 702, 704, 1202 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Random rubble stone masonry work in cement mortar 1:6 ( one cement : six sand) for substructure complete as per drawing and MORD Technical Specifications Clauses 702, 704, 1202 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying of boulder apron laid in wire crates with 4 mm (four) millimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( hundred millimetre x hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etcetra for sub-structure and super structure complete as per drawing and MORD Technical Specification clauses 704.6 and 1302.5 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Back filling behind abutment, wing wall and return wall with Granular material complete as per drawings and technical specification clause 1204.3.8 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred ) millimetre dia 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 masonary work in head walls and parapets clause 1108 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying flooring laid over cement concrete bedding of rubble stone laid in cement mortar 1:3( one cement : three sand) complete as per drawings and technical specification clause 1303 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying reinforced cement concrete RCC Grade M-25(Twenty five)1:1.5:3 ( one cement : one and half sand : three graded stone aggregate 20mm (twenty millimetre) nominal size mechanically mixed and vibrated in superstructure as per drawings and MORD technical specification Clauses 800,1205.4 and 1205.5 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8 (One cement: four sand : eight graded crushed stone aggregate) 40 mm (forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.
Supplying, fitting , and placing HYSD bar reinforcement including cutting, bending, straightning and coast of binding wire in superstructure complete as per drawings and MORD technical specification Clause 1002,1010 and1202 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation with in all leads and lifts and other incidentals.
Construction of unlined surface drain of average cross sectional area 0.40 (zero point forty) Square meter in soil to specified lines,grade,level and dimensions .Excavated material to be used in embankment with a lift requred height meter and lead of any meter as per drawing and MORD technical speecifuications clause 307 and as per direction of Engineer in Charge.
Er. Ankush Dewan
gopal sharma
Happinder Sood
Pawan Sood
Sachin Sood
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