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Tender Value
₹9.9 Cr
EMD Value
₹2 L
Closing Date
9 Sept 2026, 11:30 am
Superintending Engineer
O/o the Superintending Engineer PWD building central circle Thrissur
GENERAL-KSRTC BUS TERMINAL ERNAKULAM- CONSTRUCTION OF KSRTC BUS TERMINAL ERNAKULAM, KARIKKAMURI - PHASE I -Composite Work
2026_PWD_866138_1
PWD/BLDG/TR/21707/2025_23
Open Tender
Civil Works - Buildings
Percentage
540 days
Karikkamuri
Please refer Tende r documents
19 documents required · 19 mandatory
₹13,010
₹2 L
Yes
O/o PWD building, central circle Thrissur
22 Aug 2026
22 Aug 2026
11 Sept 2026
23 Aug 2026
9 Sept 2026
23 Aug 2026
29 Aug 2026
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 |
|---|---|---|---|---|---|
| 1H | |||||
| 1.001 | cum | - | S | 1,554.43 | - |
| 1.002 | sqm | - | 2.8.1: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 | 9.27 | - |
| 1.003 | 2.6.1: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 | 1 | S | 359.72 | ₹359.36 |
| 1.004 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.8 | S | 257.63 | ₹205.85 |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | S | 131.02 | ₹130.89 |
| 1.006 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 0.4 | S | 318.47 | ₹127.07 |
| 1.007 | hour | - | OD332668/2025-2026:Providing MS sheet shoring to the side of the trenches using 6mm thick steel plate 0.50mm width stiffened on edge with 6mm plate 100mm width all round and 50mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 1.25m below the bottom level of the proposed excavation and 0.50m above ground level and suitably braced by ISLB 127x75mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc complete as per the direction of engineer incharge | 345.54 | - |
| 1.008 | Foundation(Civil work) | - | 2.8.1: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 | 1,357.55 | - |
| 2OD332654/2025-2026:Boring (By using Tractor mounted rotary drilling machine), providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap), including removal of concrete from ground level to cut off level , 500 mm dia piles. Cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess/Less cement used as per design mix is not payable or recoverable and Minimum cement content 330 kg/cum. | |||||
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affidavit.pdf
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preliminaryagreement.pdf
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Epayment.pdf
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machinery.pdf
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Electricalundertaking.pdf
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Electronicsundertaking.pdf
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fireundertaking.pdf
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GST.pdf
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BOQ_1466058.xls
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ITB.pdf
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sbd.pdf
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