Construction of water harvesting structures Lot1 Lot2 and Lot3 at WKH EWKH and SWKH Meghalaya

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Part 1-Civil

(i) Excavation in Cutting in Soil by Manual Means with lead upto 50 m. Excavation in roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross-sections and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.

Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. A. By Mechanical means I. Ordinary Soil (i) Upto 3 m depth

Backfilling in foundation trenches as per drawing and Technical Specification Clause 1108 II. Earth filling (For Marshy Soil).

Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) II. PCC grade M15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) IV. RCC grade M20

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. I. P.C.C. grade M15 (1 : 2 : 4 Nominal mix) Upto 5 m Height.

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. R.C.C. grade M20 (1 : 1.5 : 3) Nominal mix i) Upto 5m Height.

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. R.C.C. grade M20 (1 : 1.5 : 3) Nominal mix ii) Above 5m upto 10m Height.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specification Clause 1000 and 1202.

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Substructure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 and 1202.

Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) (iv) In cement mortar 1 : 4

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. I. Course Rubble Masonry (1st sort) (v) In Cement Mortar 1 : 4

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification clause 309.

Providing 12 mm thick cement plastering in cement mortar 1: 2, 1: 3 and 1: 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3

Haulage excluding Loading and Unloading. i) Haulage of materials by tipper excluding cost of loading and unloading and stacking. Case I: Surfaced road

Sand @ Rs 12/t-km

Stone Aggt @ Rs 12/t-km

Stone Soling @ Rs 12/t-km

Boulder @ Rs 12/t-km

Case III: Katcha track and track in river bed/nallahbed/choe bed

Sand @ Rs 30/t-km

Stone Aggt @ Rs 30/t-km

Stone Soling @ Rs 30/t-km

Boulder @ Rs 30/t-km

Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. b.Stone soling (ii)150 mm

Providing and laying S&S centrifugally cast (Spun)/ Ductile Iron Pipes conforming to lS:8329: Ductile Iron class K-9 pipes b.ii. 150mm diameter pipe

Providing and fixing C.I sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. c. 150mm diameter (i) Class - II.

Total Section A Civil

Cost for operation and maintenance

Total Section B

Total Section A+B

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Part 1-Civil

(i) Excavation in Cutting in Soil by Manual Means with lead upto 50 m. Excavation in roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross-sections and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.

Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. A. By Mechanical means I. Ordinary Soil (i) Upto 3 m depth

Backfilling in foundation trenches as per drawing and Technical Specification Clause 1108 II. Earth filling (For Marshy Soil).

Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) II. PCC grade M15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) IV. RCC grade M20

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. I. P.C.C. grade M15 (1 : 2 : 4 Nominal mix) Upto 5 m Height.

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. R.C.C. grade M20 (1 : 1.5 : 3) Nominal mix i) Upto 5m Height.

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. R.C.C. grade M20 (1 : 1.5 : 3) Nominal mix ii) Above 5m upto 10m Height.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specification Clause 1000 and 1202.

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Substructure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 and 1202.

Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) (iv) In cement mortar 1 : 4

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. I. Course Rubble Masonry (1st sort) (v) In Cement Mortar 1 : 4

Total Section A Civil

Provisional Sum Cost for the implementation of activities can be estimated in Annexure A: EHSMP (as per Section 6). The environmental, health and safety activities during construction should correspond to the recommended safeguard actions in Annexure A: EHSMP.

Cost for operation and maintenance

Total Section B

Total Section A+B

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Part 1-Civil

(i) Excavation in Cutting in Soil by Manual Means with lead upto 50 m. Excavation in roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.

Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. By Mechanical means I. Ordinary Soil (i) Upto 3 m depth

Stone masonry work in cement mortar in foundation complete as per drawing and Technical . I. Coused rubble masonry (1st sort), (iv) in cement mortar 1:6

Stone masonry work in cement mortar in foundation complete as per drawing and Technical . II. Coused rubble masonry (2nd sort), (iv) in cement mortar 1:6

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. I. Coursed rubble masonry (1st sort). (ii) In cement mortar 1 : 4

Earthwork in excavation for foundations of structures as per drawings and Technical Specification Clause 307 including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved material (by manual means). I. Ordinary Soil by Manual Means

Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302. I. Stone/Boulder

Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Providing for reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) II. PCC grade M15 (i) Nominal mix 1:2:4

Providing for reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) IV. RCC grade M20

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. RCC grade M 20 (1:1.5:3 Nominal mixed) (i) Upto 5m Height

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specification Clause 1000 and 1202.

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Substructure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 and 1202.

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.

(b) Providing and laying plain cement concrete M15 grade. II. PCC grade M15 (1:2:4 hand mix)

Plastering with cement mortar (1: 4), 15 mm thick on brickwork in sub-structure as per Technical Specification clauses 613.4 and 1204

Providing 12 mm thick cement plastering in cement mortar 1: 2, 1: 3 and 1: 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification clause 309.

Providing and laying S&S centrifugally cast (Spun)/ Ductile Iron Pipes conforming to lS:8329: b.Ductile Iron class K-9 pipes ii. 150mm diameter pipe

Providing and fixing C.I sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. c. 150mm diameter (ii) Class - II.

Loading and unloading of sand, stone aggregates etc.

i. Loading of aggregates/stone

ii. Loading of sand

iii. Unloading of aggregates/stone

iv. Unloading of sand

Loading and unloading of cement

i. Loading of cement

ii. Unloading of cement

Loading and unloading of steel

i. Loading of steel

ii. Unloading of steel

Haulage excluding Loading and Unloading.

(A) Stone / Aggregate

Case I: Surfaced Road @ Rs. 12.00 / t.km

Case II: Unsurfaced Road/ Kutcha Road @ Rs. 15.00 / t.km

(B) Sand

Case I: Surfaced Road @ Rs. 12.00 / t.km

Case II: Unsurfaced Road/ Kutcha Road @ Rs. 15.00 / t.km

(C) Cement

Case I: Surfaced Road @ Rs. 12.00 / t.km

Case II: Unsurfaced Road/ Kutcha Road @ Rs. 15.00 / t.km

(D) Steel

Case I: Surfaced Road @ Rs. 12.00 / t.km

Case II: Unsurfaced Road/ Kutcha Road @ Rs. 15.00 / t.km

Total Section A Civil

Provisional Sum Cost for the implementation of activities can be estimated in Annexure A: EHSMP (as per Section 6). The environmental, health and safety activities during construction should correspond to the recommended safeguard actions in Annexure A: EHSMP.

Cost for operation and maintenance

Total Section B

Total Section A+B