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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.1 CrAdmitted-Finance 610 B NILGIRI BLOCK ADITYA ENCLAVE AMEERPET HYDERABAD 500038 | HYDERABAD | HYDERABAD | TELANGANA | 500038 | L1 | Admitted-Finance | |
| 2 | L2₹81.3 Cr+₹1.2 Cr (1.49%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹82.6 Cr+₹2.5 Cr (3.15%)Admitted-Finance 409 SHAPATH V OPP KARNAVATI CLUB SG HIGHWAY AHEMDABAD 380015 | AHEMDABAD | AHMEDABAD | GUJARAT | 380015 | L3 | Admitted-Finance | |
| 4 | L4₹83.5 Cr+₹3.4 Cr (4.20%)Admitted-Finance 2 1 RUSSEL STREET 5TH FLOOR KANKARIA CENTRE KOLKATA WEST BENGAL | KOLKATA | KOLKATA | WEST BENGAL | 700071 | L4 | Admitted-Finance | |
| 5 | L5₹86.0 Cr+₹5.9 Cr (7.31%)Admitted-Finance DOOR NO 12 101H VAZHAKKALA KAKKANAD P O KOCHI 682 030 KERALA | KOCHI | ERNAKULAM | KERALA | 682030 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | T.O.Ittoop & Associates L2 | CRESCENT CONTRACTORS PVT LTD L5 | BRIDGE AND ROOF COMPANY INDIA LIMITED L4 | DIANKA INDUSTRIES INDIA PVT LTD L3 | Sri Avantika Contractors (I) Limited L1 | KATARIYA INFRA PROJECT PRIVATE LIMITED L6 | M/s. Vishwa Samudra Engineering Private Limited L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 966.28 | Cu.m | 600 ₹5,79,768 | 595 ₹5,74,936.6 | 475.21 ₹4,59,185.92 | 500 ₹4,83,140 | 483 ₹4,66,713.24 | 217.21 ₹2,09,885.68 Lowest | 686.53 ₹6,63,380.21 |
| 2.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. | 6,752.53 | Sq.m | 22 ₹1,48,555.66 Lowest | 45 ₹3,03,863.85 | 42.77 ₹2,88,805.71 | 250 ₹16,88,132.5 | 65 ₹4,38,914.45 | 56.84 ₹3,83,813.81 | 28.61 ₹1,93,189.88 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 4,527.39 | Cu.m | 480 ₹21,73,147.2 | 521 ₹23,58,770.19 | 441.28 ₹19,97,846.66 | 700 ₹31,69,173 | 336 ₹15,21,203.04 Lowest | 417.06 ₹18,88,193.27 | 686.53 ₹31,08,189.06 |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 334.41 | Cu.m | 160 ₹53,505.6 Lowest | 224 ₹74,907.84 | 451.45 ₹1,50,969.39 | 300 ₹1,00,323 | 241 ₹80,592.81 | 212.13 ₹70,938.39 | 457.69 ₹1,53,056.11 |
| 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 up to 50 m and lift upto 1.5 m. | 4,527.91 | Cu.m | 430 ₹19,47,001.3 | 372 ₹16,84,382.52 | 346.24 ₹15,67,743.56 Lowest | 400 ₹18,11,164 | 367 ₹16,61,742.97 | 515.51 ₹23,34,182.88 | 486.29 ₹22,01,877.35 |
| 6.00 | Filling in plinth or trenches underfloors, foundations in areas etc with red earth ( from main land) in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge | 1,105.69 | Cu.m | 6,800 ₹75,18,692 | 3,271 ₹36,16,711.99 | 3,326.45 ₹36,78,022.5 | 500 ₹5,52,845 Lowest | 1,700 ₹18,79,673 | 515.51 ₹5,69,994.25 | 9,411.18 ₹1,04,05,847.61 |
| 7.00 | Carriage of materials by mechanical transport including loading, unloading and stacking lead up to 5 km, including all lifts involved as directed by the Engineer-in-Charge. Surplus Excavated Earth | 965.76 | Cu.m | 485 ₹4,68,393.6 | 744 ₹7,18,525.44 | 522.73 ₹5,04,831.72 | 400 ₹3,86,304 Lowest | 616 ₹5,94,908.16 | 551.04 ₹5,32,172.39 | 1,847.91 ₹17,84,637.56 |
| 8.00 | Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored | 211.56 | Mtr depth | 1,230 ₹2,60,218.8 | 224 ₹47,389.44 | 451.45 ₹95,508.76 | 2,000 ₹4,23,120 | 68 ₹14,386.08 Lowest | 333.75 ₹70,608.15 | 953.51 ₹2,01,724.58 |
| 9.00 | Providing and applying Antitermite treatement by injecting chemical emulsion Imidacloprid emulsiable concentrate .075% for pre-constructional treatement and creating a chemical barrier as per IS 6313 (Part ll) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building,etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge.(Plinth area only to be measured for the payment ) (The above work shall be carriedout by an agency having sufficient experience and should ensure a warranty for a period of 10 years. Only skilled and experienced persons shall be employed for this purpose.) | 3,818.43 | Sq.m | 470 ₹17,94,662.1 | 209 ₹7,98,051.87 | 386.98 ₹14,77,656.04 | 300 ₹11,45,529 | 547 ₹20,88,681.21 | 150 ₹5,72,764.5 Lowest | 343.26 ₹13,10,714.28 |
| 10.00 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m | 208.07 | Sq.m | 840 ₹1,74,778.8 | 521 ₹1,08,404.47 | 306.98 ₹63,873.33 Lowest | 2,000 ₹4,16,140 | 348 ₹72,408.36 | 343.78 ₹71,530.3 | 11,038.25 ₹22,96,728.68 |
Tender Value
₹83.5 Cr
EMD Value
₹93.5 L
Closing Date
30 Apr 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, LPWD Kavaratti
Executive Engineer, LPWD Kavaratti
Construction of 50 Bedded Hospital at Agatti Island, Lakshadweep
2025_UTL_2895_1
NIT No.54/NIT/EE Kvt/2024-25
Open Tender
Civil Works
Item Rate
730 days
Agatti
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹93.5 L
20 Jun 2025
23 Jan 2025
30 Apr 2025
23 Jan 2025
30 Apr 2025
23 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 966.28 | Cu.m | 100 | ₹96,628 |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. | 6,752.53 | Sq.m | 100 | ₹6,75,253 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 4,527.39 | Cu.m | 100 | ₹4,52,739 |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 334.41 | Cu.m | 100 | ₹33,441 |
| 5 | 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 up to 50 m and lift upto 1.5 m. | 4,527.91 | Cu.m | 100 | ₹4,52,791 |
| 6 | Filling in plinth or trenches underfloors, foundations in areas etc with red earth ( from main land) in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge | 1,105.69 | Cu.m | 100 | ₹1,10,569 |
| 7 | Carriage of materials by mechanical transport including loading, unloading and stacking lead up to 5 km, including all lifts involved as directed by the Engineer-in-Charge. Surplus Excavated Earth | 965.76 | Cu.m | 100 | ₹96,576 |
| 8 | Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored | 211.56 | Mtr depth | 100 | ₹21,156 |
| 9 | Providing and applying Antitermite treatement by injecting chemical emulsion Imidacloprid emulsiable concentrate .075% for pre-constructional treatement and creating a chemical barrier as per IS 6313 (Part ll) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building,etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge.(Plinth area only to be measured for the payment ) (The above work shall be carriedout by an agency having sufficient experience and should ensure a warranty for a period of 10 years. Only skilled and experienced persons shall be employed for this purpose.) | 3,818.43 | Sq.m | 100 | ₹3,81,843 |
| 10 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m | 208.07 | Sq.m | 100 | ₹20,807 |
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