Water Resources Department Tender
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Costs
EMD
₹ 10,15,810Document Cost
₹ 10,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2023_WRDAS_340233_1Bid Award Id
ViewTender No
NIT04/2023-2024 SETender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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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.
Hard rock not requiring blasting
807.59
184938
229
... More
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.
Phylite and other hard rock requiring nominal blasting
3034.11
973949
321
... More
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.
Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank /
embankment, dressing of excavated material and dewatering with all leads and lifts of excavation and disposal. The contractor is free to use the usable excavated
stone else where for which any transition expenditure and royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
891
395604
444
... More
Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect
14.4
14716
1022
... More
Preparation of foundation of structure including removal of all loose stones, silt and final washing.
By manual labour
2262.87
52046
23
... More
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
14481
123088
8.5
... More
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
For 5 to 15 cms depth, having Lined section
1365
21157
15.5
... More
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
For depth above 30cm.
10140.3
912627
90
... More
Add extra over item No. 5.1 to 5.8 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
1872
47736
25.5
... More
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.
17.0.1 For dismantling poor quality or weathered weakened work the rates will be reduced by 30%.
12834
179676
14
... More
Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness
7.50 cm
17.0.1 For dismantling poor quality or weathered weakened work the rates will be reduced by 30%.
13818
270832
19.6
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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of dewatering wherever required.
In cement mortar
17.0.1 For dismantling poor quality or weathered weakened work the rates will be reduced by 30%.
2422.8
826950
341.32
... More
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- 20 mm
324.6
1685972
5194
... More
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- 40 mm
79.26
394318
4975
... More
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 20 mm
2.98
17239
5785
... More
Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness.- 7.5 cm
14691
6948843
473
... More
Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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; - 20 mm
805.19
5183008
6437
... More
Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. (non -
suspended horizontally laid mass concrete)
1735.74
277718
160
... More
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
964.99
328096
340
... More
Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
141
31020
220
... More
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.
(d) In cement sand mortar 1:6
7.8.1.1 Add extra over item no. 7.1 to 7.7 for Masonry work in superstructure
2843.08
11858486
4171
... More
Supplying of M.S. reionforcement 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
Tor or ribbed bars (IS :1786-1985)
36198.66
3438872
95
... More
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 20 mm
29150.6
9240740
317
... More
Add extra over item No. 9.1 to 9.7
For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
107.85
17256
160
... More
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 20 mm
8.11 Plaster in cement sand mortar 1:3,1:4,1:5,1:6 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction
materials of thickness:
Add extra over item No. 1 to 4 for height from more than 5 m from base / floor level of structure / building for every additional height of 3.0 m or part thereof (upward and downward).( Item Rate)
2940
1025178
348.7
... More
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
5249.18
1679737
320
... More
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. In Cement sand mortar 1:3
36.4
4950
136
... More
Chipping concrete surface, cleaning the exposed surface of steel and concrete with wire brush, washing with water complete as per specifications excluding
scaffolding etc.
1713.35
118221
69
... More
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.
1713.35
2121127
1238
... More
Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate,
sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame and gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery,
labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools
and tackles etc., applying two coat of zinc rich epoxy primer to give dry film
thickness of 70 plus minus 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 plus minus 5 microns per
coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding, transportation charges for structural steel components and other
5.2
909376
174880
... More
Painting standard type gauge with black, red and white un-washable paints including cost of material
43.5
9135
210
... More
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 600mm
( Excluding Labour Charges ) NP 3
30
92940
3098
... More
Labour Charges for 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
600mm (NP 2 NP 3 NP 4)
30
6930
231
... More
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
805.19
112726
140
... More
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
Mixed strata muck
4718.24
509569
108
... More
Providing and fixing fully panelled/partly panelled/ double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - 'A' and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick Ghana wood grade I
9.14
27127
2968
... More
Providing and fixing fully panelled /partly panelled double leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces : 25 mm thick Ghana wood grade I
6.68
13620
2039
... More
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
195.86
15668
80
... More
P & F European type white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor Wall Mounting
1
3457
3457
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