Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 73,53,000
Costs
EMD
₹ 5,68,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPMVD_940385_4Tender No
08/MVDA/2024-25 TBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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Documents
BOQ Items
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
1320
51480
39
Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge
10.5
21997
2095
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. All kinds of soil.
120
22680
189
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
259
6216
24
Cartage of Malva up to 5 km including labour material T&P etc complete
519
123003
237
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
237
609564
2572
Providing, laying spreading & compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub -base /base course on well prepared suface & compacting with vibroatory roller to achieve the desired density complete as per MoR &H clause 406& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work.
52.5
137550
2620
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
70
375620
5366
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
35
232050
6630
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand ) including all labour, T&P, Material as directed by E/I
750
195000
260
Neat cement punning
525
30450
58
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) including all labour, T&P, Material as directed by E/I
850
254150
299
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1100
106700
97
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement.
100
96700
967
P/L Primer coat with cold emulsion 0.60 kg/M2 on WMM surface all complete.
259
8365
32.3
Providing and laying Dense Graded Bitumenious Macadam with Hot Mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bitumenous binder @ 4.25 (with VG -30) by weight of total mix and filter, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom rollars to achieve the desired compaction as per MORT& specifications caluse 507 complete in all respects.
15
141990
9466
Providing and laying Bituminous Concrete with Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bituminous binder @ 5.40% (with VG -30) of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to achieve the desired compaction as per MORT&H specifications clause 509 complete in all respects.
70
797510
11393
P/L tack coat of bitumen 0.30 kg/M2 on BM surface/painted surface all complete.
1675
28307
16.9
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cu
25
169900
6796
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
40
314080
7852
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- harge80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
740
587560
794
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
200
57000
285
Laying of I shaped (Zigzag) precast lnterlocking tiles of
thickness 80 (Compressive strength not less then
30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand
base levelling and dressing of surface to required level and
slope, filling joints with local sand all complete work (Labour Work)
775
69750
90
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil All kinds of soil
275
35475
129
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
1050
121800
116
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade withordinary paint of approved brand and manufacturTwo or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
150
24600
164
Providing and laying in position cement concrete of specified grade excluding graded stone aggregate 20 mm nominal size derived from natural sources) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
25
151825
6073
P/L of hot applied thermopalastic compound 2.5mm thick inlcuding reflectorsing glass beads @ 250gms per sqm area thickness 2.5mm is exclusive of surface applied glass beads as per IRC 35. The fiinsihed surface to be level, uniform and free from steaks and holes.
50
30900
618
Providlng and fixing PVC pipe conforming to lS make
working pressure 6 KgiSqCm incuding testing labour T&P
and all complete fittings 110 mm diameter
50
22500
450
Providlng and fixing PVC pipe conforming to lS make
working pressure 6 KgiSqCm incuding testing labour T&P
and all complete fittings 140 mm diameter
50
27500
550
providing & fixing benches for sitting red stone bench (1800*600*100)2 nos Piller 600*600*150 including all metarial T&P Complete as directed by E/I Designe Approved By Dept.
10
105000
10500
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing.30 mm thick.
34
131104
3856
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
1000
141000
141
Supply and fixing of Ferrocement drain cover Size- 600X600X75mm MD including supply of all material/labour/T&P etc.required for proper completion of work as directed by engineer - in -charge. MR
1600
1920000
1200
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