Water Resources Department Tender
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Costs
EMD
₹ 49,20,023Document Cost
₹ 10,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_WRDAS_429158_1Tender No
CE WR ZONE KOTA NITNO-05-2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
11.1.1 Drilling holes of 35 mm diameter for anchor rods. 11.1.1.1 i) Upto 1.50 m depth
230
129
29670
18.26 Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bag at site etc. complete. 18.26.2 Plastic bag
945
16
15120
Labour charges for making coffer dam/ring bund (under flowing / stagnate water pool) by loading transporting earth filled cement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete (excluding cost of earth filled cement bags).
945
26
24570
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 450mm ( Excluding Labour Charges )
NP-3
18.28.5.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 450mm (Labour Charges only)
15
2309
34635
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm ( Excluding Labour Charges )
NP-3
18.28.6.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm (Labour Charges only)
15
3329
49935
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 900mm ( Excluding Labour Charges )
NP-3
18.28.7.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 900mm (Labour Charges only)
7.5
6344
47580
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 150mm ( Excluding Labour Charges )
NP-2
18.28.1.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 150mm (Labour Charges only)
80
500
40000
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 250mm ( Excluding Labour Charges )
NP-2
18.28.3.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 250mm (Labour Charges only)
120
730
87600
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 300mm ( Excluding Labour Charges )
NP-2
18.28.4.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 300 mm (Labour Charges only)
64
1061
67904
Re-handling of excavated material including loading unloading and
dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc.
complete in all respect
(b)Mixed strata muck
5040.67
108
544392.36
10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
3081.4
200
616280
9.6 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.6.4 20 mm
318.84
6145
1959271.8
10.9.2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.9.2.2 Tor or ribbed bars (IS :1786)
47768.42
89
4251389.38
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing
451.05
225
101486.25
37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in ONE layer with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS:9012 respectively.
3060
1275
3901500
Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
8233.14
89
732749.46
9.26 Providing and laying canal lining with mechanically vibrated 300 x 300 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading and transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade and 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) and jointing mortar 1:3 including curing, all leads of all construction materials and machinery charges with mixture vibration etc., complete as per technical specifications 9.26.2 In sides
83108.4
794
65988069.6
9.18 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.
9.18.2 7.5 cm
11686.4
532
6217164.8
9.18 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.
9.18.1 10 cm
57785.25
692
39987393
9.32 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for 9.32.2 In sides
13114.96
67
878702.32
9.32 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for 9.32.1 In bed
8233.14
62
510454.68
Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layers 20 cm on
embankments etc. with cost of dewatering wherever required, and
complete in all respect
83530.5
34
2840037
9.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar and murrum for 9.14.1 Bed
57050.25
9
564797.48
Providing and laying 75mm thick sand layer on side slope (over clays sub grade) duly stabilized with cement slurry (1:10) including all leads and lift of material.
83530.5
233
19462606.5
Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly stabilized with cement slurry (1:20) including all leads and lift of material.
52526.25
191
10032513.75
Flush or ruled pointing on stone masonry including racking of joints
and curing etc. complete including all leads of all construction
materials in mortar ratio.
(a)) In Cement sand mortar 1:3
121.68
149
18130.32
Coursed stone masonry (using C.R. stone for face work duly
hammer dressed on beds and all sides, the bed joints and faces
chisel dressed for at least 8 cm back from face and at least 4 cm
from sides, height not less than 25 cm and weighing not less
than 50 kg, 50 % stones to have depth more than 45 cm and tail
area not less than half the face area) for foundation (up to 0.5 m
thickness) including all leads of all construction materials
including curing etc. complete.
(b) In cement sand mortar 1:4
0.83
6346
5267.18
Plaster in cement sand mortar 1:4 including racking of joints, smooth
finishing and curing etc. complete including all leads of all
construction materials of thickness:
(a) 20 mm
8863.6
314
2783170.4
18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 18.17.1 75 mm
1302.04
480
624979.2
Brick masonry (using well burnt clay bricks of size 230 x 110
x 70 mm, class designation 75 as per specification) up to plinth
including all leads of all construction materials including curing
etc. complete.
(b) In cement sand mortar 1:4
7.13 Add extra for superstructure brick masonry on item no 7.10.1 to 7.10.4
7.16 Add extra for each subsequent height of 3.0 metre or part there
of above initial lift of 5.0 m from ground level (up ward and
down ward) over item No 7.10.1 to 7.10.4
105.75
6326
668974.5
Brick masonry (using well burnt clay bricks of size 230 x 110
x 70 mm, class designation 75 as per specification) up to plinth
including all leads of all construction materials including curing
etc. complete.
(b) In cement sand mortar 1:4
7.13 Add extra for superstructure brick masonry on item no 7.10.1 to 7.10.4
42.3
6106
258283.8
Random rubble stone masonry (using R. R. stones where 75 %
stones to be not less than 15 cm in size in any direction and
weighing not less than 23 kg.) for foundation including curing
with all leads of all construction materials including curing etc.
complete.
(c) In cement sand mortar 1:5
7.8.4 Add extra for Each subsequent height of 3.0 metre or part there-of above initial lift of 5.0 m from ground level (up ward and down ward) for item no 7.1.2 to 7.5
7.8.1 Add extra over item no. 7.1.1 to 7.7.3 for
(a) Masonry work in superstructure
7.8.4 Add extra for Each subsequent height of 3.0 metre or part there-of above initial lift of 5.0 m from ground level (up ward and down ward) for item no 7.1.2 to 7.5
2783.25
5019
13969131.75
Random rubble stone masonry (using R. R. stones where 75 %
stones to be not less than 15 cm in size in any direction and
weighing not less than 23 kg.) for foundation including curing
with all leads of all construction materials including curing etc.
complete.
(c) In cement sand mortar 1:5
7.8.1 Add extra over item no. 7.1.1 to 7.7.3 for
(a) Masonry work in superstructure
7.8.4 Add extra for Each subsequent height of 3.0 metre or part there-of above initial lift of 5.0 m from ground level (up ward and down ward) for item no 7.1.2 to 7.5
405
4804
1945620
Random rubble stone masonry (using R. R. stones where 75 %
stones to be not less than 15 cm in size in any direction and
weighing not less than 23 kg.) for foundation including curing
with all leads of all construction materials including curing etc.
complete.
(c) In cement sand mortar 1:5
7.8.1 Add extra over item no. 7.1.1 to 7.7.3 for
(a) Masonry work in superstructure
123.42
4589
566374.38
9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.7.4 20 mm
9.13.1 9.13 Add extra over item No. 9.1.1 to 9.7.4 9.13.1 For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
180
5863
1055340
9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.7.4 20 mm
5583.8
5703
31844411.4
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto
9.8.4 20 mm
1005.73
5150
5179509.5
10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.3 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
19164.91
220
4216280.2
17.9 Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 17.9.1 10.0 cm
6657
40
266280
17.5 Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.
17.5.2 In cement mortar
161.01
576
92870.57
Compaction of earth or highly weathered strata
By mechanical equipment such as sheep foot roller/ pneumatic tyred
roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.
(i) at least 95% of Standard Proctors density
78676.45
39
3068381.55
Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
78676.45
12
991323.27
Earth work in rough (borrow area) excavation for embankments in hard
soil, morrum or highly weathered strata dry or moist, including laying in
20 cm layers (before compaction) and breaking of clods, sorting of grass,
pebbles etc. and dressing when compacted by vibro compactor, vibro
sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry
density of at least 98% of Standard Proctors density with initial
lift of 1.5m (Excluding charges for compaction and watering) including
loading and un-loading wherever required complete in all respect.
(b) With lead beyond 250 m and up to 750 m (1/2 Km)
5.16.3 Earth work in rough (borrow area) excavation for embankments in hard
soil, morrum or highly weathered strata dry or moist, including laying in
20 cm layers (before compaction) and breaking of clods, sorting of grass,
pebbles etc. and dressing when compacted by vibro compactor, vibro
sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry
density of at least 98% of Standard Proctors density with initial
lift of 1.5m (Excluding charges for compaction and watering) including
loading and un-loading wherever required complete in all respect. (c) Add extra for each subsequent lead of 500m or part there of beyond 1/2
Km and up to 5 km
5.17.1 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be
achieved is at least 95%
973.56
136
132647.55
Earth work in rough (borrow area) excavation for embankments in hard
soil, morrum or highly weathered strata dry or moist, including laying in
20 cm layers (before compaction) and breaking of clods, sorting of grass,
pebbles etc. and dressing when compacted by vibro compactor, vibro
sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry
density of at least 98% of Standard Proctors density with initial
lift of 1.5m (Excluding charges for compaction and watering) including
loading and un-loading wherever required complete in all respect.
(b) With lead beyond 250 m and up to 750 m (1/2 Km)
5.17.1 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be
achieved is at least 95%
5353.16
127
682527.9
Earth work in rough (borrow area) excavation for embankments in hard
soil, morrum or highly weathered strata dry or moist, including laying in
20 cm layers (before compaction) and breaking of clods, sorting of grass,
pebbles etc. and dressing when compacted by vibro compactor, vibro
sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry
density of at least 98% of Standard Proctors density with initial
lift of 1.5m (Excluding charges for compaction and watering) including
loading and un-loading wherever required complete in all respect.
(a) With initial lead of 250 m
5.17.1 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be
achieved is at least 95%
62394.95
118
7362604.1
Excavation including loading unloading disposal and dressing of
excavated rock within initial lead of 50m and lift upto 1.5m in dry or
moist including dressing of excavated area, de-watering wherever
required complete in all respect.
(b) Hard rock not requiring blasting
951.75
241
229371.75
Excavation including loading, unloading, disposal and dressing of
excavated earth within initial lead of 50m and lift up to 1.5m including
dressing of excavated area and dewatering wherever required complete in all respect
(c) Hard soil mixed with Kankar / boulders, Morrum
26253.16
118
3097872.88
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone
pebbles and obstruction deposited in canal bed up to design line grade and
sections having design due to erosion/scour/slips in canal banks/silting
with or without bushes and weeds etc. in dry or moist condition from
canal bed including dewatering, loading unloading and disposal at
suitable place as directed by Engineer in charge with initial lead of 50m.
and lift upto 1.5 m with proper dressing on canal bed complete in all
respect
(c) For depth above 30cm.
5.10.1 Extra lead over item no 5.1.1 to 5.8.3 of excavated material. (a) Beyond initial lead of 50 m and upto 250 m
5.10.2 Extra lead over item no 5.1.1 to 5.8.3 of excavated material.
(b)Add extra over item no. 5.1.1 to 5.8.3 for lead beyond 250m and upto 750m
(for average 1/2Km)
5.10.3 Extra lead over item no 5.1.1 to 5.8.3 of excavated material.
Add extra for each subsequent lead of 500m or part, there of beyond 0.50 Km and up to 5 Km
546.75
116
63833.06
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone
pebbles and obstruction deposited in canal bed up to design line grade and
sections having design due to erosion/scour/slips in canal banks/silting
with or without bushes and weeds etc. in dry or moist condition from
canal bed including dewatering, loading unloading and disposal at
suitable place as directed by Engineer in charge with initial lead of 50m.
and lift upto 1.5 m with proper dressing on canal bed complete in all
respect
(c) For depth above 30cm.
5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
11190.75
124
1387653
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone
pebbles and obstruction deposited in canal bed up to design line grade and
sections having design due to erosion/scour/slips in canal banks/silting
with or without bushes and weeds etc. in dry or moist condition from
canal bed including dewatering, loading unloading and disposal at
suitable place as directed by Engineer in charge with initial lead of 50m.
and lift upto 1.5 m with proper dressing on canal bed complete in all
respect
(c) For depth above 30cm.
5.11 Add extra over item No. 5.1.1 to 5.8.3 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
1386
98
136521
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone
pebbles and obstruction deposited in canal bed up to design line grade and
sections having design due to erosion/scour/slips in canal banks/silting
with or without bushes and weeds etc. in dry or moist condition from
canal bed including dewatering, loading unloading and disposal at
suitable place as directed by Engineer in charge with initial lead of 50m.
and lift upto 1.5 m with proper dressing on canal bed complete in all respect
Measurements of works shall be limited to canal bed area only
(b)For depth above 15 cms but upto 30cms having
(i) lined section
22519.5
28
630546
18.1 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
18.1.2 Thick
18890
2
47225
18.1 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
18.1.1 Ordinary
416302.5
1
603638.63
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