Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 1,69,464Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_362133_1Bid Award Id
ViewTender No
202434DBABDF F912 4053 996D 5E7B57A02286139IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. Earth
9506.51
503845
53
HSR Item 26.34-Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the
excavated earth, mixed with farm-yard manure, supplied at
the rate of 1.62 cum per 18 sqm, DAP 0.6kg, Chlorpyriphos
20%EC@ 0.20 litre per 18 sqm and supplying and planting
hedge at 30 cm apart in two rows @ 202 no. well trimmed bushy ,multi-branched ,30 cm to 45 cm in height plants to be
supplied in 15 cm x 15 cm poly bags per 18 sqm .
327.68
75367
230
HSR Item 4.8.1-Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth,
breaking clods, watering, rolling each layer with ½ tonne roller
or wooden or steel rammers, and rolling every 3rd and topmost
layer with power roller of minimum 8 tonnes and
dressing
up in embankments for roads, flood banks, marginal
banks
and guide banks or filling up ground depressions, lead
up
to 50 m and lift up to 1.5 m : 1. All kinds of soil
9024.17
1272407
141
HSR Item 7.70-Extra for bailing / pumping out standing water of pond caused by springs, sub soil water, canal or river seepage and broken water mains or drains except rain
water collected in the trenches or foundations before laying
brick work
8502.75
229574
27
HSR Item 26.7-Grassing of play grounds with doob grass including uprooting rank vegetation and weeds by digging
area to a depth of 30 cm , removing all weeds and other
growth with roots by forking repeatedly, ploughing and
dragging with ‘swagha’ breaking of clods, removal of rubbish,
dressing and supplying doob grass roots, and planting at 10
cm apart in both directions , watering weeding including
supplying and spreading of farm-yard manure at the rate of
0.18 cum per 100 sqm fertilizers DAP 50 g per sqm etc and
maintenance till weed free turf is formed
1747.6
36699
21
HSR Item 11.97.3-Finishing with Deluxe Multi surface paint
system for interiors and exteriors using Primer as per
manufacturers specifications : 3. Painting Steel work with
Deluxe Multi Surface Paint to give an even shade. Two or
more coat applied @ 0.90 litre/10 sqm over an under coat of
primer applied @ 0.80 litre/10 sqm of approved brand and
manufacture
71.28
4205
59
HSR Item 26.13.1-Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well
decayed farmyard manure (cost of well decayed farm yard
manure to be paid separately) 1. Hole 1.2 metre dia and 1.2
metre deep
44
2552
58
HSR Item 34.6.2-Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM
D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick
aluminium Composite material (ACM) sheeting having
aluminium skin thickness of 0.4 to 0.5 mm on both sided and
fixing the same with suitable size aluminium alloy rivets @
200 mm c/c to back support frame of 25x25x3mm angle iron
supported on a square hollow steel section post
60x60x3.2mm conforming to IS 4923 without cost of definition
plate firmly fixed to ground in foundation concrete M-25 of size
0.45x0.45x0.75m for vertical post complete as per clause 801
of MORTandH specifications. Supplier shall provide a
warranty as per clause 6.9 of IRC 67-2012 for retro reflective
sheeting and a certified copy of test reports from an
independent test laboratory including three year outdoor
weathering test report for sheeting tested in India condition
conforming to clause 6.7 of IRC 67-2012 2. Using high
intensity Microprisomatic grade retro reflective Sheeting Class
B as per IRC 67 2012
2
8978
4489
HSR Item 3.1.3-By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge
4637.88
320013
69
HSR Item 10.8-Providing and laying of conglomerate floor
40mm thick cement concrete topping 1:2:4
37.1
6714
181
HSR Item 17.69.3-Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking
Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004
of all shapes and colours in design mix cement M 35 over the
bed of 25 mm thick fine sand complete in all respect.
9.97
5245
526
HSR Item 7.21.1-Brick work with common burnt clay non-
modular bricks of class designation 10.5 in foundation and
plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
33.41
123397
3693
HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
77.25
6489
84
HSR Item 27.43-Providing, fitting and fixing mild steel railing complete as per drawing and MoRTandH Specification 2710.2
& 1900
6
17826
2971
HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of
50 m. 1. All kinds of soil.
32.78
2720
83
HSR Item 17.5.3-Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including
loosening, levelling of earth 225 mm thick top layer, rough
dressing of soil, final dressing of earth to give level, camber,
watering, rolling with road roller, compacting the bed to
achieve minimum dry density as given in the Table 3000-2 as
per technical clause 305 of MORT&H specifications
65.49
458
7
HSR Item 6.1.6-Providing and laying in position cement
concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
stone aggregate 40 mm nominal size)
10.68
26080
2442
HSR Item 6.1.1-Providing and laying in position cement
concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3
graded stone aggregate 20 mm nominal size)
49.3
195967
3975
HSR Item 6.30.2-Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness)
including attached pilasters, buttresses, plinth and string
courses etc.
549.25
154887
282
HSR Item 17.69.3-Interlocking Concrete Block Pavement 3.
Providing and Laying 60 mm thick ISI marked Interlocking
Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004
of all shapes and colours in design mix cement M 35 over the
bed of 25 mm thick fine sand complete in all respect.
568.06
298801
526
HSR Item 17.22.2-Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound macadam
specification including spreading in uniform thickness, hand
packing, rolling with 3 wheeled steel/ vibratory roller 8-10
tonnes in stages to proper grade and camber, applying and
brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and
compacting to the required density complete as per technical
clause 404 of MORT&H specifications
86.48
105940
1225
HSR Item 4.14.1-Earth work in excavation by mechanical
means (Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of
50 m. 1. All kinds of soil.
58.91
4889
83
HSR Item 7.21.1-Brick work with common burnt clay non-
modular bricks of class designation 10.5 in foundation and
plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
19.83
73239
3693
HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
69.55
5842
84
HSR Item 10.7-Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
68.73
14844
216
HSR Item 6.1.4-Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
8.6
25031
2911
HSR Item 7.21.1-Brick work with common burnt clay nonmodular
bricks of class designation 10.5 in foundation and
plinth
in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
81.47
300876
3693
HSR Item 10.7-Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
22.13
4779
216
HSR Item 10.33.1-Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm
cement mortar, including filling the joints with same mortar,
with common burnt clay non modular bricks: 1. 1:4 (1 cement :
4 coarse sand)
127.12
73348
577
HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of
50 m. 1. All kinds of soil.
35.66
2959
83
HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
157.92
13265
84
HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
stone aggregate 40 mm nominal size)
28.58
69799
2442
HSR Item 2.B0241- B0241. 100 mm dia PVC pipe
20
2320
116
HSR Item 10.7-Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
69.38
14986
216
HSR Item 2.B0242- B0242. 150 mm dia PVC pipe
40
8920
223
HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
152
12768
84
HSR Item 35.7-Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm
dia GI wire conforming to IS: 280 & IS:4826 in 100mm x
100mm mesh (weaved diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less
than 40 kg each. Including excavation for trimming for preparation of bed. Readymade woven wire crate rolls have been considered in
the rate analysis. In case readymade rolls are not available,
GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In
that case 2 per cent of the cost of GI wire may be added for
weaving the wire crates
26.28
45622
1736
HSR Item 13.29.2-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. 2. In gratings, frames, guard
bar, ladder, railings, brackets, gates and similar works
45
3735
83
HSR Item 4.14.1-Earth work in excavation by mechanical
means (Hydraulic excavator) / manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift
up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of
50 m. 1. All kinds of soil.
345.79
28700
83
HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
stone aggregate 40 mm nominal size)
13.36
32617
2442
HSR Item 7.21.1-Brick work with common burnt clay non-
modular bricks of class designation 10.5 in foundation and
plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
49.56
183025
3693
HSR Item 35.6-Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing
not less than 40 kg each complete as per drawing and
Technical specification. Boulder Laid Dry Without Wire Crates. Including excavation for trimming for preparation of bed. Nominal excavation required for preparation of bed has been
taken into account while making provision for labour.
19.89
19909
1001
HSR Item 20.7.5-Stringing out A.C./P.V.C pipes and specials
casting along trenches and laying the same in trenches, to
correct alignment and gradients including cartage from
divisional stores or nearest railway station to site of works and
return of pieces of pipes to stores. 5. 150 mm internal
diameter of pipe line laid complete
6
1314
219
HSR Item 20.7.3-Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to
correct alignment and gradients including cartage from
divisional stores or nearest railway station to site of works and
return of pieces of pipes to stores. 3. 100 mm internal
diameter of pipe line laid complete
2
298
149
HSR Item 4.12.1-Earth work in excavation by mechanical
means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm
on plan) including getting out and disposal of excavated earth
lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge.
1. All kinds of soil
30.02
2341
78
HSR Item 6.1.2-Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded
stone aggregate 20 mm nominal size)
30.02
104363
3476
HSR Item 34.29.3-GI barbed wire fencing 3. Fencing With
Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm
x 50 mm x 6 mm at 3 metre centre to centre with 0.40 metre
embedded in M15 grade cement concrete, corner, end and
every 10th post to be strutted, provided with welded steel wire
fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and
fixed to iron posts by flat iron 50 x 5 mm and bolts etc.
complete in all respects. i) Adopt any one type of welded steel wire fabric 75 x 50 mm
or 75 x 25 mm as per approved design. ii) The item of excavation and cement concrete in foundation
shall be measured and paid separately
415
274730
662
HSR Item 26.58.1-Supply and installation of garden bench 1.
Chair type garden bench with L-shaped sides made of
reinforced concrete (M30), thickness 100 mm, overall height
1000 mm, base width 620 mm. Back and seat shall consist of
5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50
mm one plank 1500 mm x 200 mm x 50 mm. Seating height of
the bench shall be 450 mm. The bench shall be fixed with
nuts on concrete mount, all holes sealed after assembly and
installation. All materials required to be as per BIS
specifications
46
221444
4814
HSR Item 6.1.4-Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV
level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
23.67
68906
2911
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