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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.8 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹16.4 Cr+₹1.6 Cr (10.5%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹16.4 Cr+₹1.6 Cr (11.0%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹17.2 Cr+₹2.4 Cr (16.4%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹17.4 Cr+₹2.6 Cr (17.4%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹23.5 Cr
EMD Value
₹47.0 L
Closing Date
18 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE WR Zone Kota
CE WR Zone Kota
Construction of Micro Storage Tank (MST) at Village Sarda across Dharganga River at Manoharthana Tehsil Aklera District Jhalawar
2024_WRDAS_429502_1
NIT 10 of 2024 25 CE WR Zone Kota
Open Tender
Civil Works
Percentage
730 days
Aklera
As Per Tender Document
2 documents required · 2 mandatory
₹10,000
Yes
As Per Tender document
₹47.0 L
Yes
CE WR Zone Kota
4 Dec 2024
29 Oct 2024
19 Nov 2024
29 Oct 2024
18 Nov 2024
29 Oct 2024
5 Nov 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 18.1 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. 18.1.1 Ordinary | 44,958.78 | sqm | 1.45 | ₹65,190.23 |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. (b)Hard / dense soil | 6,984 | Cum | 95 | ₹6,63,480 |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (c) Hard soil mixed with Kankar / boulders, Morrum 5.10.1 Extra lead over item no 5.1.1 to 5.8.3 of excavated material. (a) Beyond initial lead of 50 m and upto 250 m | 14,995.93 | Cum | 127.5 | ₹19,11,981.08 |
| 4 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
(a) Soft / Disintegrated rock 5.12 Add extra over item No. 5.1.1 to 5.5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be | 5,332.05 | Cum | 201.25 | ₹10,73,075.06 |
| 5 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
(b) Hard rock not requiring blasting 5.12 Add extra over item No. 5.1.1 to 5.5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be 5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required 5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required | 4,041.59 | Cum | 318.25 | ₹12,86,236.02 |
| 6 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(c)Phylite and other hard rock requiring nominal blasting 5.12 Add extra over item No. 5.1.1 to 5.5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be | 1,526.88 | Cum | 432.5 | ₹6,60,375.6 |
| 7 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal and dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in :
(b)Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leads and lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure and royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. 5.15.3.2 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
(ii) Add extra for over all depth of excavation above 1.5 m and upto 3.0 m
5.15.4.2 Earth work in excavation in foundation, trenches etc. including dressing
of sides and ramming of bottoms, including getting out the excavated
material, refilling after laying pipe/ foundation and disposal of surplus
excavated material at a lead upto 50m suitable site as per direction of
Engineer for following depths, below natural ground / Road top level.
In hard rock (blasting prohibited) (ii) Add extra for over all depth of excavation above 1.5 m and upto 3.0 m | 802.1 | Cum | 926 | ₹7,42,744.6 |
| 8 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect (b)Mixed strata muck | 963.35 | Cum | 108 | ₹1,04,041.8 |
| 9 | 11.2 Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout, if required. 11.2.1 Up to 5 m depth | 10,704.2 | MTR | 861 | ₹92,16,316.2 |
| 10 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete | 10,704.2 | EACH | 245 | ₹26,22,529 |
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TenderDocofSardaAnicutMST.pdf
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BOQ_772407.xls
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