Command Area Development Authority Tender
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Costs
EMD
₹ 32,29,582Document Cost
₹ 15,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2023_CADKO_344880_1Bid Award Id
ViewTender No
Item No. 05 of NIT No. 03 of 2023-24Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
Lining work of balance reaches in 21.531 KM at Talera Distributory and its Minors, Chhapawada Minor, of Bundi Branch Canal LMC CAD Bundi
BOQ Items
Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material wihtin 50 m lead inclusive of de-watering wherever required in cement mortar
1530.26
746154
487.6
Dismantling of masonry with care inclusive of de-watering wherever
required
Dry stone masonry or pitching
1029
118335
115
Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of
thickness 7.50 cm
2496
69888
28
Earthwork in excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area dewatering wherever required complete in all respect in Hard/dense soil.
52767.31
4907359
93
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
3250
744250
229
Earth work in rough (Borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist including dewatering, laying in layers of 20 cm.(beforecompaction) breaking of clods, sorting of grass pebbles etc, and dressing duly compacted by sheep footroller / pneumatic tyred roller to obtain dry density of 98% of standard proctor's density with initial lift of 1.5 m including loading and unloading whereever required. with cost of de-watering whereever required and all applicable taxes and levies etc complete in all respectWith
-
-
-
Initial lead of 250m
29734.16
3687035
124
With lead beyond 250m and upto 750m (1/2 km)
16828.46
2246599
133.5
Compaction of earth or highly weathered strata by mechanical equipment such as a sheep foot roller / pneumatic tyred roller to obtain dry density of atleast 98% of standard Proctor density.
60803.04
2492924
41
Add extra over item no. 7 ( item no. 20 (b) of BSR) compaction of earthwork by mechanically operated vibro compactor.
60803.04
498584
8.2
Watering of earth including cost of carriage of water when source of water is 3 km
60803.04
674913
11.1
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 respectEarth / Soil
2890
251430
87
Random rubble stone masonry (using R.R. stone where 75% stones to be not less than 15 cm in size in any direction and weighting not less than 23 kg) for foundation including all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6.
303.5
1195486
3939
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials complete of thickness : 20 mm
289.8
84042
290
Providing and laying Cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm.
201.6
96768
480
Preparation and dressing the sub grade including removing irregulatites up to 7.5 cm in sol morrum mixed with pebbles, small boulders and highly weathered rock for bed.
35460.42
301413
8.5
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 all applicable taxes and levis etc. complete in all respected.
34036.4
953019
28
Providing and laying cast in situ concrete sleeper 15 cm x7.5 cm in cement concrere (1:3:6) with maximum size of crusher stone aggregare up to 20 mm well graded including all lead of all construction materials including curing,finishing and form work etc. complete as per specification
-
-
-
In bed
3753.64
228972
61
In sides
6541.1
425171
65
Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
5162.44
340721
66
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.
2254.7
191649
85
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
-
-
-
.In Bed for 7.5 cm thickness
22230
11515140
518
In Bed for 10 cm thickness
1793.1
1210342
675
Extra charges for water spray by nozzle on subgrade of canal including bed and side slopes before laying plain concrete for lining work.
56266.4
140666
2.5
Centring and shuttering for slabs, beams,lintels,columns,trough with or without caps and base including proping and remove.
157.52
35442
225
Side shuttering including proping etc complete (to achieve finish F2) for Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
32167.59
7076869
220
Supplying of MS 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. Tor or ribbed bars(IS :1786-1985)
109916.05
10442024
95
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 20mm
3562.24
17935878
5035
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
2095.15
11801979
5633
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;
3641.45
22267466
6115
Providing and Laying in position of Cement concrete Design mix M-25
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(For mix design Cement content considered 420 kg/ cum of concrete)
14.86
97407
6555
Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface (PCC Nominal Mix 1:2:4 with plum Max size of agg. 20 mm )
3125.66
16150285
5167
Extra labour charges for RCC due to obstruction in laying and placingIn foundation rafts, beams, columns bases stilling basins, buckets,
aprons etc. (non suspended horizontally laid mass concrete)
1535.11
214915
140
Extra charges for composite weigh batching , mixing plant and Transit mixer
1831.43
476171
260
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 & 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±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±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 & forwarding, transportation charges for structural steel components and other materials
6400
1119232
174.88
Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3 1000 mm dia
175
1262975
7217
Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3 300 mm dia
527.5
558622
1059
Providing bitumen joint filter sheet confirming to IS: 1838-1983, 20mm thick
51
39780
780
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 & 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 & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) & jointing mortar 1:3 including curing, all leads of all construction materials and machinery charges with mixture vibration etc., complete as per technical specifications
34036.4
25493263
749
Providing and erecting direction and place identification for semi reflective sign board as per IRC:67 made of 2 mm thick M.S. Sheet dully stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width in required message letter,figures with reflective Engineering grade tape as per MORD specification of required shade and colour ,supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height dully strengthened by 25 mm x 5 mm M.S. flate iron on edge on back firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per approved drawing and technical specification clause 1701 semi reflective traffic sign.
4.32
17288
4002
Reinforced Cement Concrete M 15 grade kilometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 (i) Ordinary Kilometer stone (Precast)
19
33478
1762
Providing and laying 75mm thick sand layer in bed (over clays sub grade) dully stablized with cement slurry (1:20) including all leads and lift of material.
24023.1
4444273
185
Providing and laying 75mm thick sand layer on side slope (over clays sub grade) dully stablized with cement slurry (1:10) including all leads and lift of material.
34036.4
7794335
229
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