Construction of water harvesting structures Lot1 and Lot2 at East Khasi Hills and Ribhoi Districts in 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

ii) Excavation in Soil with dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and puhing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of line, grades and cross-section 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: Without Dewatering I. Ordinary Soil (i)Upto 3 m depth

Providing and laying dry rubble flooring complete as per drawing and Technical Specification Clause 1303.3.

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) III. P.C.C. grade M20 (ii) Nominal mix 1:1.5:3 (hand mixing)

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. P.C.C. grade M10 (ii) Nominal mix 1:3:6 (hand mixing)

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

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 3m depth

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

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 (ii) Nominal Mix 1:2:4 (Hand Mix) 2. Height from 5m to 10m

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 (ii) Nominal Mix 1:1.5:3 1. Height from 5m

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 2. Height of 5 m to 10 m

Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. III. Random Rubble Masonry (iv) In Cement Mortar 1 : 6

Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203 II. Coursed rubble masonry (2nd sort) (iv) In cement mortar 1:6

Stone masonry in cement mortat for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. II. Coursed rubble masonry (2nd sort) (v) In cement Mortor 1:6

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

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

Subtotal A

Part 2-EHSMP and Operation and Maintenance

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 of operation and maintenance-Year-1

Cost of operation and maintenance-Year-2

Cost of operation and maintenance-Year-3

Subtotal B

Total

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. BY MECHANICAL MEANS : Without Dewatering I. Ordinary Soil (i)Upto 3 m depth

Construction of Embankment with Material Obtained from Roadway Cutting.Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

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.

Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11.

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 . I. Course rubble masonry (1st 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.Course 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). (i). In cement mortar 1:3

Stone masonry in cement mortar in 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

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

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Technical Specification Clause 408. (ii) Using Gravel mix soil

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 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 (i). 100 mm (ii). 150 mm

Retaining Walls/ Breast Walls BY MECHANICAL MEANS : (vii) Back filling behind retaining wall/beast wall (I. Granular Material)

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. P.C.C. grade M10 (i) Nominal Mix 1:3:6

Plain cement concrete 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) (i). Upto 5 m Height

Providing for reinforced cement 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 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. P.C.C. grade M15 (i) Nominal mix 1 : 2 : 4

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 (1 : 1.5 : 3 Nominal mix) (i) Height upto 5 m

Providing PCC 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 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 5 m 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. Main bar Dist. Bar

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 boulder or stone filling with boulders or stones 15cm size, 60 cm wide behind the rctaining wall etc. complete as directed.

Providing and laying s&S centrifugally cast (spun) iron pipes (Class LA) 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:

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

Plastering with cement mortar 1:3, 15 mm thick on brickwork in parapet as per Technical Specification Clauses 613.4 and 1208.4

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

Laying of GI pipes in trenches i/c carriage of pipes from stock yard to the site within a distance of 8.00 km.Except socket joints, all fittings required for the work will be paid extra as per current schedule of rates. Trenching and filling is also exclusive and shall be paid extra. (Medium quality) 1.09) 100mm dia

Loading and Unloading of Lime, Aggregates, Stone Boulder, Brick Aggregates, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work etc. by Manual Means.

(i) Loading of Lime, Aggregates, Stone boulder, Brick Aggregates, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m.

(ii) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m

(iii) Unloading of Lime, Aggregates, Stone boulder, Brick Aggregates, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m.

(iv) Unloading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m

Loading and unloading of cement

Loading and Unloading of Cement by Manual Means. (i) Loading of Cement by manual means including a lead upto 30 m

ii) Unloading of Structural Steel and Steel Bars by manual means including a lead upto 30 m.

Loading and Unloading of Structural Steel and Steel Bars by Manual Means

(i) Loading of Structural Steel and Steel Bars by manual means including a lead upto 30 m.

(ii) Unloading of Structural Steel and Steel Bars by manual means including a lead upto 30 m.

Haulage excluding Loading and Unloading.

(A) Stone / Aggregate

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

(B) Sand

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

(C) Cement

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

(D) Steel

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

i) Haulage of materials by tipper excluding cost of loading and unloading and stacking.

Subtotal A

Part 2-EHSMP and Operation and Maintenance

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 of operation and maintenance-Year-1

Cost of operation and maintenance-Year-2

Total