Construction of water harvesting structures Lot1 and Lot2 at EJH and WJH

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

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 manual Means I Ordinary soil (i) Upto 3 m Depth

(II) Excavation in Soil with dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302.3

(i) Excavation in Cutting in Soil by Manual Means with lead upto 50 m.

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.

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. Marshy Soil By mechanical means, without dewatering I. Ordinary soil (I) upto 3m depth

Centering and shuttering lncludlng strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge

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.

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

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 : 6

Plain/reinforced cement concrete in superstructure complete as per drawings and Technical Specification clauses 800, 804, 805, 806, 807, 1202 and 1204. III. P.C.C. grade M20 (1 : 1.5 : 3) Nominal mix i) Upto 5 m Height.

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 (i) Nominal mix 1:2:4

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specification Clause 1000 and 1202. Base @ 150 mm

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.

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

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) (i) In cement mortar 1 : 3

Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5. I. R.C.C. Grade M20 (i) Height upto 5m

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 5 m Height.

Providing and laying S&S centrifugally cast (spun) iron pipes (classLA) conforming to IS:1536 c. 150mm diameter pipe

Providing lead caulked joints to spun iron or C.I pipes and specials, including testing of joints. c. 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.

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

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 1:6

Providing concrete for plain/reinforced concrete in open foundations….

Plain/reinforced cement concrete in sub-structure complete…… II. P.C.C. grade M15 (1 : 2 : 4 hand mix) up to 5 m Height

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

Total Section A Civil

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

Excavation for Structures Earthwork in excavation for structures by Mechanical Means 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. By Mechanical means Without Dewatering I. Ordinary Soil (i) Upto 3 m depth

(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.

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 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) I. PCC grade M10 (i) Nominal mix 1:3:6

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 (i) Nominal mix 1:3:6

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. R.C.C. grade M20

Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5. I. R.C.C. Grade M20 i) Nominal Mix 1 : 1.5 : 3 1. Height upto 5 m

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.

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

Dismantling Stone Masonry. Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. . B. Rubble Stone Masonry in cement mortar

Stone masonry work in cement mortar….I. Coursed rubble masonry (1st sort) (ii) 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) (ii) In Cement Mortar 1 : 4

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 laying S&S centrifugally cast (Spun)/ Ductile Iron Pipes conforming to lS:8329: b. Ductile Iron class K-9 pipesb. iii. 200mm diameter pipe

Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints: c. 150 mm diameter pipe

Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints: d. 200 mm diameter pipe

Providing and fixing c.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. : c . 150 mm diameter (ii)Class ll

Providing and fixing c.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. : d . 200 mm diameter (ii)Class ll

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

Stone Aggt

Stone Soling

Boulder

Case III: Katcha track and track in river bed/nallahbed/choe bed i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

Stone Aggt

Stone Soling

Boulder

Total Section A Civil

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