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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹80.6 Cr+₹2.5 Cr (3.19%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹82.2 Cr+₹4.1 Cr (5.27%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹82.6 Cr+₹4.5 Cr (5.79%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹86.9 Cr+₹8.8 Cr (11.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vasu Constructions Co. L3 | RK Gupta AND CO L2 | A S ENTERPRISE L5 | UNIPRO L6 | Consort Builders Pvt. Ltd. L1 | BANSAL AND BROTHERS JV L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | EARTH WORK
Cutting in earth work up to all lifts including all kind of soil,up to all level and stacking the soil as per direction and then returning the same and hold in 15 cm layer when required in foundation and plinth etc. and also consolidating each layer by ramming and aterining, also disposing of surplus of earth in all lead and lifts by manual / mechanical means including carriage of material up to all lead and lifts as per direction of Engineer Incharge. Any loss /damage to the public/private land are property shall be absolute responsibility of the contractor. in pick work ,jumper work. | 6,220.17 | Per cubic Metre | 450 ₹27,99,076.5 | 475 ₹29,54,580.75 | 425 ₹26,43,572.25 | 550 ₹34,21,093.5 | 360 ₹22,39,261.2 Lowest | 400 ₹24,88,068 |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work , jumper work, amd blasting work both in soft and hard rock with chiselling and wedgig out of rock (where blasting work both in soft and hard rock with chiselling and wedging out of rock, (where blasting is prohibited) and their intermediate classification of soil including , dewatering wherever required, setting out to required lines , levels as shown on the drawing and as directed by the Engineer -in- charge at site and sorting out useful and un-useful material and transportationof the un- useful material for disposing at approved dumping site or otherwise and including payment of prescribed charges of dumping to the owner of dumping site ( to be arranged by the contractor) for the satisfaction of Engineer- in - charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour (if required). including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 7,101.98 | Per cubic Metre | 720 ₹51,13,425.6 | 650 ₹46,16,287 | 500 ₹35,50,990 Lowest | 700 ₹49,71,386 | 550 ₹39,06,089 | 600 ₹42,61,188 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth at approved dumping sitel by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. dumping site/disposel site shall be arranged by the contractor at he own cost and nothing shall be paid extra.
. - Hard rock (Blasting Prohibited) | 17,144.88 | Per cubic Metre | 810 ₹1,38,87,352.8 | 700 ₹1,20,01,416 | 750 ₹1,28,58,660 | 900 ₹1,54,30,392 | 490 ₹84,00,991.2 Lowest | 700 ₹1,20,01,416 |
| 4.00 | Earth work in surface excavation for all kind of soil, that not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 Per Square Metre on plan including getting out and disposal of excavated earth upto all lead and lift as directed by Engineer-In-Charge: | 150 | Per Square Metre | 81 ₹12,150 | 100 ₹15,000 | 110 ₹16,500 | 90 ₹13,500 | 72 ₹10,800 Lowest | 77 ₹11,550 |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto site of waste. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 287.52 | Per cubic Metre | 153 ₹43,990.56 | 450 ₹1,29,384 | 175 ₹50,316 | 200 ₹57,504 | 150 ₹43,128 Lowest | 180 ₹51,753.6 |
| 6.00 | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 711.95 | Per cubic Metre | 2,520 ₹17,94,114 | 2,350 ₹16,73,082.5 | 2,750 ₹19,57,862.5 | 2,400 ₹17,08,680 | 2,425 ₹17,26,478.75 | 2,278 ₹16,21,822.1 Lowest |
| 7.00 | Clearing grass and removal of the rubbish up to periphery of the area cleared and disposal it at approved dumping site upto all lead & lift as per direction of Engineer incharge. | 15,000 | Per Square Metre | 6 ₹90,000 | 6.5 ₹97,500 | 10 ₹1,50,000 | 10 ₹1,50,000 | 4 ₹60,000 Lowest | 5 ₹75,000 |
| 8.00 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 37 | Per Litre | 270 ₹9,990 | 250 ₹9,250 | 300 ₹11,100 | 500 ₹18,500 | 295 ₹10,915 | 242 ₹8,954 Lowest |
| 9.00 | Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emul- sion @ one litre per hole, 300 mm apart including drilling 12 mm diaMetre holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 1,283.14 | Per Square Metre | 180 ₹2,30,965.2 Lowest | 200 ₹2,56,628 | 200 ₹2,56,628 | 300 ₹3,84,942 | 210 ₹2,69,459.4 | 190 ₹2,43,796.6 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 593.74 | Per cubic Metre | 9,000 ₹53,43,660 | 7,500 ₹44,53,050 Lowest | 8,300 ₹49,28,042 | 9,000 ₹53,43,660 | 7,500 ₹44,53,050 Lowest | 8,571 ₹50,88,945.54 |
Tender Value
₹92.1 Cr
EMD Value
₹92.1 L
Closing Date
22 Apr 2024, 5:00 pmClosed
Project Director HPTDB
Project Director Himachal Pradesh Tourism Development Board HPTDB Department of Tourism and Civil Aviation First Floor, U.S. Club Shimla 171 001, HP, India
Construction of parking at Palampur near Bus Stand and old Sabzi Mandi, Beautification of Palampur, Nagrota Bagwan Gandhi Ground, Mela Ground, Gurudwara Shri Paud Sahib, Narda Sharda Temple, Matour garden and Baroh, including Civil, etc
2024_HPTDB_88099_1
SITDP HP_W02/2023 24/
Open Tender
Composite Works
Item Rate
915 days
As per Tender Document
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
Project Director HPTDB U S Club Shimla
₹92.1 L
Project Director HPTDB Shimla
26 Jul 2024
7 Mar 2024
22 Apr 2024
7 Mar 2024
22 Apr 2024
3 Apr 2024
14 Mar 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK
Cutting in earth work up to all lifts including all kind of soil,up to all level and stacking the soil as per direction and then returning the same and hold in 15 cm layer when required in foundation and plinth etc. and also consolidating each layer by ramming and aterining, also disposing of surplus of earth in all lead and lifts by manual / mechanical means including carriage of material up to all lead and lifts as per direction of Engineer Incharge. Any loss /damage to the public/private land are property shall be absolute responsibility of the contractor. in pick work ,jumper work. | 6,220.17 | Per cubic Metre | - | - |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work , jumper work, amd blasting work both in soft and hard rock with chiselling and wedgig out of rock (where blasting work both in soft and hard rock with chiselling and wedging out of rock, (where blasting is prohibited) and their intermediate classification of soil including , dewatering wherever required, setting out to required lines , levels as shown on the drawing and as directed by the Engineer -in- charge at site and sorting out useful and un-useful material and transportationof the un- useful material for disposing at approved dumping site or otherwise and including payment of prescribed charges of dumping to the owner of dumping site ( to be arranged by the contractor) for the satisfaction of Engineer- in - charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour (if required). including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 7,101.98 | Per cubic Metre | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth at approved dumping sitel by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. dumping site/disposel site shall be arranged by the contractor at he own cost and nothing shall be paid extra.
. - Hard rock (Blasting Prohibited) | 17,144.88 | Per cubic Metre | - | - |
| - | Earth work in surface excavation for all kind of soil, that not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 Per Square Metre on plan including getting out and disposal of excavated earth upto all lead and lift as directed by Engineer-In-Charge: | 150 | Per Square Metre | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto site of waste. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 287.52 | Per cubic Metre | - | - |
| - | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge | 711.95 | Per cubic Metre | - | - |
| - | Clearing grass and removal of the rubbish up to periphery of the area cleared and disposal it at approved dumping site upto all lead & lift as per direction of Engineer incharge. | 15,000 | Per Square Metre | - | - |
| - | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 37 | Per Litre | - | - |
| - | Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emul- sion @ one litre per hole, 300 mm apart including drilling 12 mm diaMetre holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 1,283.14 | Per Square Metre | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. | 593.74 | Per cubic Metre | - | - |
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