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Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
19 Jun 2026, 2:00 pm5d left
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
Constructing a Ghat on the banks of the Neera River near Datta Temple at Padegaon, Taluka-Khandala
2026_SATAR_1308226_1
Work/North/L-6/Palakhi/02/26
Open Tender
Civil Works
180 days
Constructing a Ghat on the banks of the Neera Rive
OPEN
10 documents required · 10 mandatory
₹5,000
₹1.6 L
Additional Chief Executive Officer Z P Satara
12 Jun 2026
12 Jun 2026
20 Jun 2026
12 Jun 2026
19 Jun 2026
12 Jun 2026
17 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Mechanical Means) (Lift up to 1.50 metre) Item / Page No : 3 / 84 Specification No : BR.3 Spec. Page No : 102 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. | ||||||
| 2 | Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (Lift 1.50 metre to 3.00 metre)
Item / Page No : 6 / 84
Specification No : BR.3
Spec. Page No : 102
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001113 |
| 3 | Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (Lift 1.50 metre to 3.00 metre)
Item / Page No : 8 / 84
Specification No : BR.3
Spec. Page No : 102
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001114 |
| 4Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed, excetra complete. (Lift 1.50 metre to 3.00 metre) Item / Page No : 11 / 85 Specification No : BR.3 Spec. Page No : 102-103 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. | ||||||
| 5 | Dewatering on brake horse power basis by using water pump including diversion of stream, providing coffer dams, earthen bunds, excetra as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 5.0 BHP to 9.0 BHP pump, excetra complete.
Item / Page No : 23 / 86
Specification No : BR.4
Spec. Page No : 103-105 | - | Hour | 1 | - | BI01010001010000000000000515BI0100001116 |
| 6 | Providing and fixing 25 milimetre diameter steel anchor dowel in hard rock including drilling hole of 32 milimetre diameter upto 0.75 metre depth, placing the dowel in position and effectively grouting the hole with cement mortar 1:1 proportion, excetra complete.
Item / Page No : 13 / 85
Additional Specifications : The work shall be done as per instructions of Engineer in charge. | - | Number | 1 | - | BI01010001010000000000000515BI0100001117 |
| 7 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.
Item / Page No : 40 / 157
Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. | 1 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001118 |
| 8Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND). Item / Page No : 1 / 175 Specification No : Bd.E.1 Spec. Page No : 287-288 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | ||||||
| 9 | Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 13 / 178
Specification No : Bd.F.3, B-7
Spec. Page No : 298, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001120 |
| 10 | Providing and laying cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, compaction, roughening if special finish is to be provided and curing excetra completet (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 33 / 180
Specification No : Bd.F.5, B-7
Spec. Page No : 300, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001121 |
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B1padegaon.pdf
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