Tender For Extension Of Gangwani Minor From Rd.22000-40200., Gurgaon-Haryana

Tender For Extension Of Gangwani Minor From Rd.22000-40200 - Demolishing RCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge( HSR item No. 5.25) 2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer-in-charge Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cumdesign mix) (HSR No. 5.23.2). 3 Demolishing Brick masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as perdirection of Engineer-in-charge In cement mortar ( HSR item No. 5.7.4) 4 Extra for leveling & neatly dressing of disposal soil completely (HSR No. 4.6). 5 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 up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge All kind of Soil ( HSR item No. 4.12.1) 6 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 kind of soil (HSR No. 4.14.1). 7 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargewith Lead of 180 mtr -All kind of soil (HSR No. 4.12.1+3.1.2). 8 Extra compactions for laying earth/fly ash as per specifications in 20 cm layers and dressing with cost of rolling and Extra for watering the earth/fly ash laid in 20 cm layers as per specifications - All kind of soil (HSR No.17.8.1+17.8.3+17.8.2) 9 Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note: Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix): All works upto Plinth level :M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) (HSR No. 6.22.2.2). 10 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) :All works upto Plinth level (HSR No.6.25.1) 11 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) :All works above plinth level up to floor IV level (HSR No. 6.25.2) 12 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (HSR No. 6.29.1). 13 Centering and shuttering including strutting, propping etc. and removal of form work for :lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR No. 6.30.5). 14 Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts, Struts (HSR No. 6.29.3). 15 Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the jointsmortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand) (HSR No. 10.33.2). 16 Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exeeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and MoRT&H specifications (HSR No. 27.51.3). 17 Painting two coats on New concrete surfaces:Painting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces (HSR No. 34.49). 18 Sign Board (N.S.) 19 Steel reinforcement for R.C.C work where not include in the complete rate of R.C.C, including straightening, cutting, bending, placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect (Note:- Reinforcement shall be measured in length including hooks, if any, seperately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of bindings & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).:Thermo-Mechanically Treated bars of grade Fe-500D (HSR No. 6.33.6.1 or 6.34.6). 20 Providing weep holes in brick masonary/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pip, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and MoRT&H specifications (HSR No. 27.15). 21 10 mm thick 1:3 cement plaster HSR Item No.11.4.2). 22 Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Bed manually i/c rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-Charge Bending and fixing iron rungs in lined slopes. On Bed 75mm thickness in slope (HSR Item No.14.10.1.1.1 - HSR 14.13) excluding cement sand slurry 1:3 23 Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Bed manually i/c rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-Charge Bending and fixing iron rungs in lined slopes. On side slope bed 75mm thickness in slope (HSR Item No.14.10.1.2.1 - HSR 14.13) excluding cement sand slurry 1:3 24 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 Cement : 6 coarse sand) (sleeper underneath) (HSR No. 7.21.2). 25 Filling expansion joint with special imperivious hot pour 12.5 mm wide (HSR No. 14.18). 26 Boundary pillar Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR No. 34.28). 27 Kilometre Stone ( RD Stone)Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR No. 34.27.2). 28 Credit for old steel 29 Credit for old bricks 30 Earth work for Lip-cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means: 0 to 1.5m depth. HSR No.14.24.1

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	16-Dec-2022	Corrigendum	Technical Bid	19-12-2022

INR 15000 /-

INR 600000.0 /-

INR 3 Crore /-

Name of work:-Extension of Gangwani Minor from RD.22000-40200.

Sl. No.	Item Description
1	Demolishing RCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge( HSR item No. 5.25)
2	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer-in-charge Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix) (HSR No. 5.23.2).
3	Demolishing Brick masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as perdirection of Engineer-in-charge In cement mortar ( HSR item No. 5.7.4)
4	Extra for leveling & neatly dressing of disposal soil completely (HSR No. 4.6).
5	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 up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge All kind of Soil ( HSR item No. 4.12.1)
6	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 kind of soil (HSR No. 4.14.1).
7	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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-chargewith Lead of 180 mtr -All kind of soil (HSR No. 4.12.1+3.1.2).
8	Extra compactions for laying earth/fly ash as per specifications in 20 cm layers and dressing with cost of rolling and Extra for watering the earth/fly ash laid in 20 cm layers as per specifications - All kind of soil (HSR No.17.8.1+17.8.3+17.8.2)
9	Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note: Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix): All works upto Plinth level :M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) (HSR No. 6.22.2.2).
10	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) :All works upto Plinth level (HSR No.6.25.1)
11	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) :All works above plinth level up to floor IV level (HSR No. 6.25.2)
12	Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (HSR No. 6.29.1).
13	Centering and shuttering including strutting, propping etc. and removal of form work for :lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR No. 6.30.5).
14	Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts, Struts (HSR No. 6.29.3).
15	Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the jointsmortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand) (HSR No. 10.33.2).
16	Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exeeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and MoRT&H specifications (HSR No. 27.51.3).
17	Painting two coats on New concrete surfaces:Painting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces (HSR No. 34.49).
18	Sign Board (N.S.)
19	Steel reinforcement for R.C.C work where not include in the complete rate of R.C.C, including straightening, cutting, bending, placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect (Note:- Reinforcement shall be measured in length including hooks, if any, seperately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of bindings & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).:Thermo-Mechanically Treated bars of grade Fe-500D (HSR No. 6.33.6.1 or 6.34.6).
20	Providing weep holes in brick masonary/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pip, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and MoRT&H specifications (HSR No. 27.15).
21	10 mm thick 1:3 cement plaster HSR Item No.11.4.2).
22	Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Bed manually i/c rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-Charge Bending and fixing iron rungs in lined slopes. On Bed 75mm thickness in slope (HSR Item No.14.10.1.1.1 - HSR 14.13) excluding cement sand slurry 1:3
23	Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Bed manually i/c rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-Charge Bending and fixing iron rungs in lined slopes. On side slope bed 75mm thickness in slope (HSR Item No.14.10.1.2.1 - HSR 14.13) excluding cement sand slurry 1:3
24	Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 Cement : 6 coarse sand) (sleeper underneath) (HSR No. 7.21.2).
25	Filling expansion joint with special imperivious hot pour 12.5 mm wide (HSR No. 14.18).
26	Boundary pillar Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR No. 34.28).
27	Kilometre Stone ( RD Stone)Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR No. 34.27.2).
28	Credit for old steel
29	Credit for old bricks
30	Earth work for "Lip-cutting" for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means: 0 to 1.5m depth. HSR No.14.24.1