Water Resources Department Tender
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Costs
EMD
₹ 2,57,095Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_WRDAS_318704_3Bid Award Id
ViewTender No
NIT NO 03 2022-23 JHALAWARTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
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PART A : EARTH WORK IN EXCAVATION 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 2.Hard / dense soil
150.19
-
93
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PART A : EARTH WORK IN EXCAVATION
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.
1.Soft / Disintegrated rock
152.64
-
155
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PART A : EARTH WORK IN EXCAVATION
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.
2. Hard rock not requiring blasting
213.52
-
229
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PART A : EARTH WORK IN EXCAVATION
Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect 1.Earth / Soil
140.88
-
87
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PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
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.
2. With lead beyond 250 m and up to 750 m (0.5 Km)
3487.46
-
133.5
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PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
Watering of earth including cost of carriage of water when source of water is 1. up to 1 Km
3487.46
-
11.1
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PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
Compaction of earth or highly weathered strata 2.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.
ii) at least 98% of Standard Proctors density
3487.46
-
41
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PART-B CANAL LINING
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 Bed
840
-
8.5
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PART-A CONCRETE WORK
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; 40mm
299.22
-
4975
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PART-A RANDOM RUBBLE, COURSED / KHARANJA STONE MASONRY
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.
3.In cement sand mortar 1:5
2066.95
-
4111
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PART-A RANDOM RUBBLE, COURSED / KHARANJA STONE MASONRY Add extra over item no. 1 to 7 for
1. Masonry work in superstructure
106.55
-
190
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CEMENT PLASTER
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: 20 mm
2171.02
-
291
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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:
50 mm
848
-
320
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PART-A CONCRETE WORK
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; 20mm
191.09
-
5649
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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. Excluding labour charges
Note: Non ISI mark pipe but manufactured as per ISI deduct 20 percent
NP3 900 mm
15
-
5941
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