Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 10,16,91,988
Costs
EMD
₹ 20,32,000Document Cost
₹ 4,366Tender Fee
Refer Documents
Summary
Construction And Development Work Of Sports Zone
Description
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Contact
Tender Id
2024_LDAUP_931754_1Tender No
13/E-NIVIDA/C.E./2024-25_01Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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Documents
Gomti Nagar Vistar Yojna Bhag-1A sthit Janeshwar Mishra Park me Sports Zone ka Nirman evam Vikas karya.
Gomti Nagar Vistar Yojna Bhag-1A sthit Janeshwar Mishra Park me Sports Zone ka Nirman evam Vikas karya.
Gomti Nagar Vistar Yojna Bhag-1A sthit Janeshwar Mishra Park me Sports Zone ka Nirman evam Vikas karya.
BOQ Items
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
720
195458
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR 13.45.1
360
63586
176.63
Providing and Laying of Synthetic flooring on Court in 8 layers
4000
3228880
807.22
Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
800
3328000
4160
Construction of (GSB) granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
800
3036000
3795
DRAIN ITEMS
-
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1
25
373187
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR
25
37500
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. R.C.C. pipe (FOR DRAIN AND) DSR 19.6.3
2000
1421600
710.8
Supply of Water removing Rollar/Squuzer as per req. (MR)
3
68847
22949
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres DSR 16.1
4000
691680
172.92
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2.56
4000
31240
7.81
Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT2.31
4000
50720
12.68
Rough dressing the trenched ground including breaking clods. DSR HORT 2020 2.5
4000
6200
1.55
Bituminous Macadam (Grade-II) providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average of 75 tonnes per hour, using specified grading, premixed with Bituminous binder@ 3.3% mix to work at site as per MORT&H specification- 501.6 & 501.7 complete in all respects.
Unit=cum Taking Output = 205 cum (450 tonne) MORTH/PSR)
200
770000
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1
4000
739560
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40
4000
279800
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1
4000
714920
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62
800
472608
590.76
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cumAll works above plinth and upto floor V level DSR 4.20.2.4
5.04
38993
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1
4268.88
395725
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2
588
495660
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. SAIL
933
74640
80
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides offoundation etc. complete for all lift.
2700
535248
198.24
CRICKET GROUND
-
-
-
Site Cleaning
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. DSR HORT 2020 2.31
21825
276741
12.68
Earth Work
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan), including disposal of excavated earth, lead up to
50 m and lift up to 1.5 m,as per directions of Engineer in Incharge. DSR HORT 2020 2.6
2182
382220
175.17
Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. DSR HORT 2020 2.29.1
21825
545625
25
Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare per one time application or as manufacturer's specification and slashing in works areas for weed control, as directed by engineer-in-charge.
21825
360112
16.5
Rough dressing the trenched ground including breaking clods. DSR HORT 2020 2.5
21825
33828
1.55
Fine dressing of the ground. DSR HORT 2020 2.7
21825
83589
3.83
Anti -Termite Treatment
-
-
-
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2020 2.56
21825
170453
7.81
Ground Finishes
-
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). PSR
218.25
43265
198.24
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). DSR HORT 2020 2.3
218.25
66411
304.29
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm DSR HORT 2020 2.4
218.25
57410
263.05
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR HORT 2020 2.8
654.75
35474
54.18
Supply and Mixing basal fertilizer in the required proportion specified or directed by the Officer-in-charge.
21825
1145812
52.5
Bermuda TIF419 Grass sports variety Providing and dibbling of good quality lawn of the specified species in lawn area, with clods broken completely, and removal of debris and unwanted materials.
21825
4910625
225
Grow in period maintenance to make a firm, smooth & finish playing surface for a period of 2 months from the completion of work(grassing) incl. application of chemicals in as specified such as micro nutrient fertilizer, macro fertilizer , granular insecticide, fungicide & liquid insecticide to maintain the growth of grass at the time of grow-in maintenance.
21825
818437
37.5
10 Pitches Of Black Local Soil 3.05X25 ( 5 Main, 5 Practice )
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in Incharge: All kinds of soil DSR HORT 2020 2.1
762.5
71499
93.77
Anti termite treatment of Pitch Area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 liter solution per sqm lawn or bed area.(two application) i/c cost of chemical) and as per direction of Curator-in-charge DSR HORT 2020 2.56
762.5
5955
7.81
Supplying of Local Black Soil for Construction of Cricket pitches including loading, unloading and transportation charge.
342
2240100
6550
Drying and Sizing the supplied soil into aggregates of 12 to 15 mm size, sieving to different sizes and finally throwing out the powder of clay as per BCCI Standards.
342
1265400
3700
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. DSR 2023, 4.3 ,4.3.1
2000
619560
309.78
Supplying and Laying of fine Sand of main and practice pitch square with compaction.
84
189000
2250
Construction of main pitches Square including transporting, laying and leveling and compaction of each layer of pitch soil as per BCCI Standards. (250mm Depth).
230
1650250
7175
Supplying and sprigging Bermuda selection No. 1 grass in pitch Square.
762.5
205875
270
Under ground water tank of 1 lac liter
-
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1
30
447825
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600
30
45000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 600 mm dia. R.C.C. pipe FOR DRAIN DSR 19.6.7
2000
3544360
1772.18
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cum, All works above plinth and upto floor V level DSR 4.20.2.4
12.27
94930
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.PSR 10.1
6625.96
614226
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2
1139.04
960165
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. SAIL
3243
259440
80
Practice Area for 5 Pitchs
-
-
-
Practice Net with poles and movable features MR
5
99975
19995
FOOTBALL GROUND
-
-
-
Site Cleaning
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. DSR HORT 2020 2.31
8214
104153
12.68
Earth Work
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in Incharge: All kinds of soil DSR HORT 2020 2.1
822
77078
93.77
Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. DSR HORT 2020 2.29
8214
205350
25
Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare per one time application or as manufacturer's specification and slashing in works areas for weed control, as directed by engineer-in-charge. MR
8214
135531
16.5
Rough dressing the trenched ground including breaking clods.DSR HORT 2020
8214
12731
1.55
Fine dressing of the ground. DSR HORT 2020 2.7
8214
31459
3.83
Anti -Termite Treatment
-
-
-
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2020 2.56
8214
64151
7.81
Ground Finishes
-
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
547.6
108556
198.24
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). DSR HORT 2020 2.3
547.6
166629
304.29
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm DSR HORT 2020 2.4
547.6
144046
263.05
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR HORT 2020 3
1642.8
89006
54.18
Supply and Mixing basal fertilizer in the required proportion specified or directed by the Officer-in-charge.
8214
431235
52.5
Bermuda TIF419 Grass sports variety Providing and dibbling of good quality lawn of the specified species in lawn area, with clods broken completely, and removal of debris and unwanted materials.
8214
1848150
225
Grow in period maintenance to make a firm, smooth & finish playing surface for a period of 2 months from the completion of work(grassing) incl. application of chemicals in as specified such as micro nutrient fertilizer, macro fertilizer , granular insecticide, fungicide & liquid insecticide to maintain the growth of grass at the time of grow-in maintenance.
8214
308025
37.5
Under ground water tank of 50k liter
-
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR HORT 2020 18.34.1
20
298550
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600
20
30000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 450 mm dia. R.C.C. pipe DSR 19.6.5
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cumAll works above plinth and upto floor V level DSR 4.20.2.2
6.66
51527
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1
4519.92
418996
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2
777
654979
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. DSR 5.22
1233
98640
80
Football Net Pair
1
23500
23500
BADMINTON COURT
-
-
-
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 upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1
14.64
2052
140.22
1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
1.3
6995
5381.16
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand) DSR 6.1.2
8.12
45749
5634.14
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
20.92
5679
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR 13.45.1
20.92
3695
176.63
Supply and Fixing of Court post alongwith Net MR
2
70000
35000
Providing and Laying of Synthetic flooring on Court in 8 layers MR
232.5
187678
807.22
Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . PSR
46.5
193440
4160
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. PSR
46.5
176467
3795
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1
40
597100
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR
40
60000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. R.C.C. pipe DSR 19.6.3
1100
781924
710.84
Supply of Water removing Rollar. MR
4
91796
22949
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres DSR 16.1
232.5
40203
172.92
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HOR 2020 2.56
232.5
1815
7.81
Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT 2020 2.31
232.5
2948
12.68
Rough dressing the trenched ground including breaking clods. DSR HORT 2020 2.5
232.5
360
1.55
Bituminous Macadam (Grade-II) providing and laying
Bituminous Concrete with 100-120 TPH batch type HMP
producing an average of 75 tonnes per hour, using
specified grading, premixed with Bituminous binder@
3.3% mix to work at site as per MORT&H specification-
501.6 & 501.7 complete in all respects.
Unit=cum Taking Output =
205 cum (450 tonne) PSR (MORTH)
11.62
44737
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1
232.5
42986
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40
232.5
16263
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1
217.96
38955
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62
46.5
27468
590.73
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 300 kg /cum, All works above plinth and upto floor V level DSR 4.20.2.4
1.72
13307
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1
5075.8
470526
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2
561.2
473069
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. PSR
320
25600
80
TENNIS COURT
-
-
-
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 upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1
100
14022
140.22
1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from
natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
9
48430
5381.16
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand) DSR 6.1.2
55
309877
5634.14
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
144
39091
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR 13.45.1
144
25434
176.63
Supply and Fixing of Court post alongwith Net MR
2
70000
35000
Providing and Laying of Synthetic flooring on Court in 8 layers(MR)
1600
1291552
807.22
Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . MR
320
1331200
4160
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. PSR
320
1214400
3795
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1
14
208985
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR
14
21000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. R.C.C. pipe DSR 19.6.3
500
355400
710.8
Supply of Water removing Rollar (MR)
6
137694
22949
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres DSR 16.1
1600
276688
172.93
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2020 2.56
1600
12496
7.81
Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT 2020 2.31
1600
20288
12.68
Rough dressing the trenched ground including breaking clods. DSR HORT 2020
1600
2480
1.55
Bituminous Macadam (Grade-II) providing and laying
Bituminous Concrete with 100-120 TPH batch type HMP
producing an average of 75 tonnes per hour, using
specified grading, premixed with Bituminous binder@
3.3% mix to work at site as per MORT&H specification-
501.6 & 501.7 complete in all respects.
Unit=cum Taking Output =
205 cum (450 tonne PSR
80
308000
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1
1600
295824
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40
1600
111920
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1
1500
268095
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62
320
189033
590.73
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cum,All works above plinth and upto floor V level DSR 4.20.2.4
4
30947
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1
12825
1188877
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2
1464
1234093
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
800
64000
80
BASKET BALL GROUND
-
-
-
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 upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1
42.84
6007
140.22
1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8
3.83
20609
5381.16
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand) DSR 6.1.2
23.76
133867
5634.14
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2
61.2
16613
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
61.2
10809
176.63
Supply and Fixing of Court post alongwith Net
1
180000
180000
Providing and Laying of Synthetic flooring on Court in 8 layers
680
548909
807.22
Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
136
565760
4160
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
136
516120
3795
Constructing masonry Chamber 90x90x100 cm inside, in brick work
in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,
with C.I. surface box 100 mm top diameter, 160 mm bottom diameter
and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ), i/c necessary excavation, foundation concrete 1:5:10
(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size ) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
6
89565
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600
6
9000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. R.C.C. pipe
350
248780
710.8
Supply of Water removing Rollar
3
68847
22949
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
680
117585
172.92
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
680
5310
7.81
Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m above
ground level and removal of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
680
8622
12.68
Rough dressing the trenched ground including breaking clods.
680
1054
1.55
Bituminous Macadam (Grade-II) providing and laying
Bituminous Concrete with 100-120 TPH batch type HMP
producing an average of 75 tonnes per hour, using
specified grading, premixed with Bituminous binder@
3.3% mix to work at site as per MORT&H specification-
501.6 & 501.7 complete in all respects.
Unit=cum Taking Output =
205 cum (450 tonne
34
130900
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
680
125725
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
680
47566
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
637.5
113940
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
136
80339
590.73
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cum, All works above plinth and upto floor V level
1.94
15009
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
5771.56
535023
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.
658.8
555342
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
360
28800
80
VOLLEY BALL GROUND
-
-
-
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 upto 50 m and for all lift, as directed by Engineer-in-charge.
26.46
3710
140.22
1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2.36
12699
5381.16
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand)
14.67
82652
5634.14
CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
37.8
10261
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
37.8
6676
176.63
Supply and Fixing of Court post alongwith Net
1
20000
20000
Providing and Laying of Synthetic flooring on Court in 8 layers
420
315000
750
Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
84
349440
4160
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
84
318780
3795
Constructing masonry Chamber 90x90x100 cm inside, in brick work
in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,
with C.I. surface box 100 mm top diameter, 160 mm bottom diameter
and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ), i/c necessary excavation, foundation concrete 1:5:10
(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size ) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
6
89565
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600
6
9000
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. R.C.C. pipe
400
284320
710.8
Supply of Water removing Rollar
3
68847
22949
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
420
72626
172.92
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
420
3280
7.81
Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m above
ground level and removal of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
420
5325
12.68
Rough dressing the trenched ground including breaking clods.
420
651
1.55
Bituminous Macadam (Grade-II) providing and laying
Bituminous Concrete with 100-120 TPH batch type HMP
producing an average of 75 tonnes per hour, using
specified grading, premixed with Bituminous binder@
3.3% mix to work at site as per MORT&H specification-
501.6 & 501.7 complete in all respects.
Unit=cum Taking Output =
205 cum (450 tonne
21
80850
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
420
77653
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
420
29379
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
393.75
70374
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
84
49621
590.73
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 300 kg /cum, All works above plinth and upto floor V level
1.62
12533
7736.8
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
4755.15
440802
92.7
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.
524.6
442216
842.96
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
300
24000
80
JOGGING TRACK
-
-
-
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 upto 50 m and for all lift, as directed by Engineer-in-charge.
292.23
40976
140.22
1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
26.09
140394
5381.16
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand)
162.06
913068
5634.14
CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
417.47
113330
271.47
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
417.47
73737
176.63
Providing and Laying of Synthetic flooring on TRACK 15 mm EPDM WITH SPECIFICATIONS INCLUDED
4638.61
8487543
1829.76
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
695.79
2894492
4160
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
695.79
2640528
3795
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
4638.61
802108
172.92
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
4638.61
36227
7.81
Constructing masonry Chamber 90x90x100 cm inside, in brick work
in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,
with C.I. surface box 100 mm top diameter, 160 mm bottom diameter
and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size ), i/c necessary excavation, foundation concrete 1:5:10
(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size ) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
27
403042
14927.51
PROVIDING CEMENT COVERS FOR CHAMBERS 600X600
27
40500
1500
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 450 mm dia. R.C.C. pipe
1400
1792658
1280.47
Bituminous Macadam (Grade-II) providing and laying
Bituminous Concrete with 100-120 TPH batch type HMP
producing an average of 75 tonnes per hour, using
specified grading, premixed with Bituminous binder@
3.3% mix to work at site as per MORT&H specification-
501.6 & 501.7 complete in all respects.
Unit=cum Taking Output =
205 cum (450 tonne
231.93
892930
3850
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
4638.61
857632
184.89
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
4638.61
324470
69.95
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
4348.69
777241
178.73
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
927.72
548032
590.73
IRRIGATION WORK AT SPORTS ZONE
-
-
-
FOOTBALL AND CRICKET FIELDS -
-
-
-
PIPELINE
-
-
-
Trenching and back filling
1000
95000
95
Supply, Installation, laying & commissioning of 90 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate 33.01( JAL NIAGM VARANASI SOR)
1800
457200
254
Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate 33.01( JAL NIAGM VARANASI SOR)
2750
401500
146
Supply, Installation, laying & commissioning of HDPE Flange with tail piece, packing & nut bolt complete in all respect. Sanctioned rate Sanctioned Rate
60
330000
5500
Supply, Installation, laying & commissioning Of reducer 90 mm to 63 mm outer dia 6Kg/cm2 HDPE pipe. 9
60
5100
85
Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 90 mm HDPE pipe
60
12240
204
Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 63 mm HDPE pipe
60
6720
112
Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 90 mm HDPE pipe
60
12900
215
Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 63 mm HDPE pipe
60
7080
118
Supply, Installation, laying & commissioning Of Ball Valve for 90 mm HDPE PIPES
60
116280
1938
Supply, Installation, laying & commissioning Of Ball Valve for 63 mm HDPE PIPES
60
52560
876
Supply, Installation, laying & commissioning Of for 63 mm TAIL PIECES
60
3120
52
Supply, Installation, laying & commissioning of TAIL PIECES for 90 mm HDPE PIPES
60
6420
107
Supply, Installation, laying & commissioning Of PRESSURE Gauge 2.5" size (Gyceryne)
10
5800
580
3" disc filter
4
28400
7100
2" disc filter
6
22668
3778
Thermos Temperature Controller wuth switch and socket .2 mm cable
4
4400
1100
Butt velding electric heating plate
4
24400
6100
3" CI butterfly valve
5
8950
1790
2" CI butterfly valve
5
6450
1290
Supply, Installation, laying & commissioning of 6" Round Valve Box with cover complete in all respect. Sanctioned rate
50
66000
1320
Supply, Installation, laying & commissioning of 12" Round Valve Box with cover complete in all respect. Sanctioned rate
50
110000
2200
SPRINKLERS
-
-
-
Supply, Installation, laying & commissioning of Service Saddle 2 inch x 1.25 inch. Sanctioned rate with bush
360
225000
625
Supply, Installation, laying & commissioning of Swing Joint for 10 - 12 meter range 360 degree popup.
360
83520
232
Supply, Installation, laying & commissioning of .75 inch riser 10 - 12 meter range 360 degree popup.
360
27000
75
Supply, Installation, laying & commissioning of 1.5 INCH. MTA CPVC
100
2500
25
Supply, Installation, laying & commissioning of 1.5 INCH. FTA CPVC
100
2500
25
Supply, Installation, laying & commissioning of 25 mm outer dia 6Kg/cm2 CPVC pipe. Sanctioned rate
50
10500
210
Supply, Installation, laying & commissioning Of Ball Valve for 25 mm pipes
100
28635
286.35
Supply, Installation & commissioning of pop sprinkler plastic make material with 15 meter range 360 degrees
360
1242000
3450
Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP
100
46200
462
Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 335.00+10%CP
100
36850
368.5
2 - BORING
-
-
-
Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm dia
All type of soil (DAR 23.2.1.1 based)
Sanction Rate
780
409500
525
Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size dia
DAR No. 23.3.3
740
680060
919
Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size dia
DAR No. 23.10.3
740
1292780
1747
Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layer of boulders, in required thickness for all leads & lifts all complete as per direction of Engineer in charge. DAR 23.6
29.4
91492
3112
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia. DAR No. 23.13.3
4
972
243
Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 200 mm clamp. DAR No. 23.14.3
4
5472
1368
Supply and fixing of pump set & composite electric panel for submersible kirloskar/ sons/ crompton openwell pumpset greeves make three phases 380-440 v 50 cycles supply with fountain bolts and 3 core 2.5 mm flat PVC flexible copper conductor double insulated submersible cable and 4 core 1.5 mm form fountain pool to fountain electric panel etc fountain pool to fountain electric panel etc. complete with internal wiring lighting system.
-
-
-
7.5 HP pump (PSR)
4
165040
41260
Electric Panel Box (PSR)
4
36000
9000
Supply and fixing of 3 HP single phase open well submersible pump set of 50 mm x 50 mm pipe size complete with all material, labour T&P etc all as per direction of Engineer in charge. (make kirloskar/ crompton/ KSB
4
106016
26504
Supply and fixing of 2.5 sqmm 3 core PVC insulated PVC shethed flate submersible cable pump with bare bunched copper conductor for submersible pump motor with 1100 volt grade ISI marked all complete as per direction of Engineer in charge. Sanctioned Rate
320
40000
125
Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP
100
46200
462
LIGHTING WORK AT SPORTS ZONE
-
-
-
FIELDS AND COURTS
-
-
-
SUPPLY OF 500 WATTS LIGHTS
80
2800000
35000
supply and installation of 12 meter GI pole (24 LIGHTS SKTAING , 4 TENIS , 4 BADMINTON, 4 BASKETBALL, 4 VOLLYBALL)
40
2600000
65000
Wiring and making base including all the material and labour FOR ALL THE POLES INCLUDING WIRING PANELS AND SWITCHBOARDS as per engineer in charge
1
1000000
1000000
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