Defence Research And Development Organisation Tender
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Defence Research And Development Organisation - DRDO Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Jan 2024
Closing Date31 Jan 2024
Tender Amount₹ 4,17,58,171
Costs
EMD
₹ 8,35,163Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DRDO_789201_1Bid Award Id
ViewTender No
CCE R and D E/ENQ-36/CIV/JUNPUT/2023-24Tender Authority
Defence Research And Development Organisation ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto any lead, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
3869.53
2182414
564
... More
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 any lead and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of Soil
372.57
55512
149
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, any lead & lift upto 1.5m.
189.24
30581
161.6
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with any lead.
2283.76
412218
180.5
... More
Supplying and filling in plinth with coarse sand under floors, including watering, ramming, consolidating and dressing complete.
562.48
1215631
2161.2
... More
Supply, Laying, spreading and compacting Moorum 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, watering and compacting to the required density and direction of Engineer-in-Charge.
562.48
590547
1049.9
... More
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 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20.
422.19
1103161
2612.95
... More
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
116.82
482530
4130.55
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
3583.25
321238
89.65
... More
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing 25mm dia dowel bars with sleeve @ 600mm c/c tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, providing contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler (polysulphide filler) complete all as per direction of Engineer-in-charge (Items inclusive of joint fillers (polysulphide filler), sealants,tie bars ) 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 10% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Note:- Concrete of M30 grade with minimum cement content of 340 kg /cum.
-
-
-
... More
Cement concrete prepared with batch mixing machine.
228.23
2169919
9507.6
... More
Add for using extra cement in the items of design mix over and above the specified cement content therein.
79.88
54993
688.45
... More
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.
3962.45
29718
7.5
... More
Providing & laying hard shoulders as per drawing using stones other than granite having size less than 90mm, watering & compacting with all leads & lifts complete, without damaging the pavement already laid & as per clause no. 407 of specification for road & bridge works of ministry of road transports & highways (5th Revision) & direction of Engineer-in-Charge.
142.51
213765
1500
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size )
59.14
404127
6833.4
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing.
11.83
107029
9047.3
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.
59.14
19640
332.1
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
405.1
2695312
6653.45
... More
Providing and fixing weep holes in RR masonry / RCC walls by using 100mm dia PVC pipe and corase aggregate complete including cutting. Placing and finishing the edges.
267.3
100437
375.75
... More
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum.
593.78
48689
82
... More
Dry stone pitching 22.5 cm thick including supply of stones and finished with cement mortar 1:6 etc complete.
890.67
732086
821.95
... More
CULVERT
-
-
-
... More
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 any lead and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of Soil
16.88
2515
149
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
-
-
-
... More
600 mm dia RCC pipes
50
152577
3051.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
6.19
39157
6326
... More
1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size)
6.68
49199
7365.15
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.
10.72
3560
332.1
... More
Brick work with common burnt clay F.P.S. bricks of class designation 7.5 with cement mortar 1:6 (1 cement : 6 coarse sand) at all heights including, scaffolding, curing etc., complete in foundation and plinth.
5.38
35821
6658.25
... More
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
575.4
251047
436.3
... More
CHAPTER - II : HARDSTANDING (20.0 Mtr x 7.0 Mtr) FOR INSTRUMENT VEHICLE
-
-
-
... More
HARDSTANDING
-
-
-
... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto any lead and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
264.62
28314
107
... More
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 any lead and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of Soil
24.32
3623
149
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to any lead & lift upto 1.5m.
4.87
786
161.6
... More
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto any lead including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
389.92
219914
564
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres.
211.82
38233
180.5
... More
Supplying and filling in plinth with coarse sand under floors, including watering, ramming, consolidating and dressing complete.
28
60513
2161.2
... More
Supply, Laying, spreading and compacting Moorum 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, watering and compacting to the required density and direction of Engineer-in-Charge.
47.4
49765
1049.9
... More
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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
42.2
112171
2658.1
... More
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- Charge.
14
57827
4130.55
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ).
3.74
25556
6833.4
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing.
0.75
6785
9047.3
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
549.5
49262
89.65
... More
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler etc complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 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 10% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
... More
Cement concrete prepared with batch mixing machine.
35
332766
9507.6
... More
Add for using extra cement in the items of design mix over and abovethe specified cement content therein.
11.9
8192
688.45
... More
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Using grade 'A' sealing compound conforming to IS: 1834.
310
2325
7.5
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.
28.46
9451
332.1
... More
Providing & laying hard shoulders as per drawing using stones other than granite having size less than 90mm, watering & compacting with all leads & lifts complete, without damaging the pavement already laid & as per clause no. 407 of specification for road & bridge works of ministry of road transports & highways (5th Revision) & direction of Engineer-in-Charge.
7.65
11475
1500
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
34.41
228945
6653.45
... More
Providing and fixing weep holes in RR masonry / RCC walls by using 100mm dia PVC pipe and corase aggregate complete including cutting. Placing and finishing the edges.
17.55
6594
375.75
... More
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum.
59.62
4888
82
... More
Dry stone pitching 22.5 cm thick including supply of stones and finished with cement mortor 1: 6 etc complete.
62.56
51421
821.95
... More
CHAPTER - III : PERMANENT LAUNCH PLATFORM (35.0M × 35.0M)
-
-
-
... More
Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). The rate inclusive excess cement.
Note : (ii) Pile Integrity tests as per relevant IS codes are to be carried out on all piles all as directed by Engineer-in-Charge.
(iii) Pile head breaking (iii) 500mm dia.
(iv) M35 grade with minimum cement content of 370 Kg /cum.
1170
2363294
2019.91
... More
Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). The rate inclusive excess cement.
Note : (i) Concrete of M35 grade with minimum cement content of 370 kg /cum.
(ii) Pile Integrity tests as per relevant IS codes are to be carried out on all piles all as directed by Engineer-in-Charge.
(iii) Pile head breaking (iv) 375mm dia.
1920
3294720
1716
... More
Extra over item No. 60 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).
375 mm dia piles
384
582528
1517
... More
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge
-
-
-
... More
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
1
51510
51510.6
... More
Single pile upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity)
1
18463
18463.55
... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth any lead and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
539.72
57750
107
... More
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 any lead and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of Soil
244.64
36451
149
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, upto any lead & lift upto 1.5m.
166.12
26844
161.6
... More
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a any ead of also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
3304.8
1863907
564
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with any lead.
1374.72
248136
180.5
... More
Supplying and filling in plinth with coarse sand under floors, including watering, ramming, consolidating and dressing complete.
102.17
220809
2161.2
... More
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. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20.
15.4
40239
2612.95
... More
Supplying and stacking at site of 90 mm to 45 mm size stone aggregate.
90
174384
1937.6
... More
Supplying and stacking at site of 63 mm to 45 mm size stone aggregate.
90
146205
1624.5
... More
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 .
180
155844
865.8
... More
Supply, Laying, spreading and compacting Moorum 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, watering and compacting to the required density and direction of Engineer-in-Charge.
98.56
103478
1049.9
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ).
13.43
91772
6833.4
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate using 40mm nominal size).
57.63
364567
6326
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing.
1.22
11037
9047.3
... More
Providing and laying in position ready mixed or site batched design mix cement concrete of M30 grade for reinforced 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 / 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, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
... More
(a) All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum
290.1
2320016
7997.3
... More
Add for using extra cement in the items of design mix over and abovethe specified cement content therein.
264.91
182377
688.45
... More
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
90709.25
8132084
89.65
... More
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.
2000
15000
7.5
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete.
25.2
8368
332.1
... More
Suspended floors, roofs, landings, balconies and access platform.
42.4
32501
766.55
... More
Providing & laying hard shoulders as per drawing using stones other than granite having size less than 90mm, watering & compacting with all leads & lifts complete, without damaging the pavement already laid & as per clause no. 407 of specification for road & bridge works of ministry of road transports & highways (5th Revision) & direction of Engineer-in-Charge.
19.25
28875
1500
... More
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
5
2181
436.3
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
106.14
706197
6653.45
... More
Providing and fixing weep holes in RR masonry / RCC walls by using 100mm dia PVC pipe and corase aggregate complete including cutting. Placing and finishing the edges.
38.48
14458
375.75
... More
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum.
146.2
11988
82
... More
Dry stone pitching 22.5 cm thick including supply of stones and finished with cement mortor 1: 6 etc complete.
153.26
125972
821.95
... More
CHAPTER - IV : CHAIN LINK FENCING WITH RCC PILLAR
-
-
-
... More
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a any lead and lift upto 1.5 m. All kinds of soil
286
19848
69.4
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
18.3
115765
6326
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size).
25.74
189578
7365.15
... More
Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-Charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
52.73
1534730
29105.45
... More
Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of Grade Fe-500D or more
4927.99
441794
89.65
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete.
1106.82
367574
332.1
... More
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 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 .
1787.5
1611699
901.65
... More
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
2925.27
228756
78.2
... More
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1050
149415
142.3
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
324.28
42626
131.45
... More
CHAPTER - V : SPECIAL EARTHING
-
-
-
... More
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
14
193732
13838
... More
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
220
155320
706
... More
CHAPTER - VI : ARBORICULTURE
-
-
-
... More
Providing and Displaying including excavation, watering and maintenance till it well grow Casuarina plant fresh & healthy having 5 to 6 specific shape and size ball well developed as per direction of the Engineer-in-Charge.
85
91481
1076.25
... More
Providing and Displaying including excavation, watering and maintenance till it well grow Mangrove Tree fresh & healthy having 5 to 6 specific shape and size ball well developed as per direction of the Engineer-in-Charge.
85
60435
711
Evaluation Notes How It Works ?
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