Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2025
Closing Date21 Feb 2025
Tender Amount₹ 5,20,32,000
Technical
Technical
Financial
Class Of Bidder
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For Class-A (ROAD WORK), the minimum requirements of machinery, tools & plants for the work are specified, indicating that the class eligibility requirement to bid or participate in this tender is Class-A.
Bid Capacity
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For works up to 40.00 Lacs, the cumulative financial turnover should be 1.5 times the bid value, and the liquid assets should be 15% of the bid value. For works between 40.00 Lacs and 50.00 Lacs, the cumulative financial turnover should be 1.5 times the bid value, and the liquid assets should be 15% of the bid value. For works between 50.00 Lacs and 150.00 Lacs, the cumulative financial turnover should be 1.5 times the bid value, and the liquid assets should be 20% of the bid value. For works between 150.00 Lacs and 300.00 Lacs, the cumulative financial turnover should be 1.5 times the bid value, and the liquid assets should be 25% of the bid value. For works above 300.00 Lacs, the cumulative financial turnover should be 2.0 times the bid value, and the liquid assets should be 25% of the bid value. The formulas for calculating the bid capacity are: * Cumulative financial turnover = 1.5 x Bid Value (for works up to 300.00 Lacs)
* Cumulative financial turnover = 2.0 x Bid Value (for works above 300.00 Lacs)
* Liquid assets = 15% of Bid Value (for works up to 40.00 Lacs and between 40.00 Lacs and 50.00 Lacs)
* Liquid assets = 20% of Bid Value (for works between 50.00 Lacs and 150.00 Lacs)
* Liquid assets = 25% of Bid Value (for works between 150.00 Lacs and 300.00 Lacs and above 300.00 Lacs) Additionally, the contractor should have a minimum tangible net worth of at least 25% of the bid value.
Technical Capacity
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The required prior work experience for the bidder varies based on the category of work. For works up to 40.00 Lacs, the tenderer should have at least four years of experience in similar works in the organized sector. For works more than 40.00 Lacs and up to 50.00 Lacs, the tenderer should have at least four years of experience in similar works in the organized sector, with two jobs of total value equal to the bid value. For works more than 50.00 Lacs and up to 150.00 Lacs, the tenderer should have at least four years of experience in similar works in the organized sector, with two jobs of total value equal to the bid value. For works more than 150.00 Lacs and up to 500.00 Lacs, the tenderer should have at least four years of experience in similar works in the organized sector, with two jobs equal to the bid value or one job of total value equal to 75% of the bid value. For works more than 500.00 Lacs, the tenderer should have at least four years of experience in similar works in the organized sector, with two works of total value equal to 75% of the bid value. Additionally, for work more than 40.00 Lacs & up to 50.00 Lacs, a relaxation of 1 year in experience will be given if the company is owned by a Diploma engineer, and a relaxation of 2 years in experience will be given if the company is owned by a Graduate engineer. The cumulative financial turnover during the last three consecutive years is required, with specific amounts for different categories of work, such as 1.5 times the bid value and 15%, 20%, or 25% of the bid value for different categories. The bidder should have a minimum tangible net worth of at least 25% of the bid value.
Costs
EMD
₹ 28,02,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPMVD_1001254_5Tender No
28/MVDA/2024-25Tender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401
1829
2572
4704188
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
446
4960
2212160
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine
627
7666
4806582
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Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.
1881
40
75240
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Steel reinforcement for RCC 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.
247
7852
1939444
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 MORTH.
5400
866
4676400
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Providing and applying tack coat bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surfacecleaned with mechanical broom.
5400
16
88020
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Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
16845
3
50535
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, j ointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
125
7366
920750
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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-inCharge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
6050
794
4803700
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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 @ 0.90 litre/10 sqm)
833
116
96628
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
1920
95
182400
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Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
960
293
281280
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
521
1500
781500
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
181
2585
467885
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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
3105
189
586845
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
266
4960
1319360
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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, 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 work upto plinth level concrete of M25 grade with minimum cement content of 330 kg /cum
867
6920
5999640
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
808
285
230280
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick
250
748
187000
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5772
613
3538236
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Steel reinforcement for RCC 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.
1061
7852
8330972
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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)
20
5366
107320
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
100
309
30900
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 150mm dia RCC Pipe
60
628
37680
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450 mm dia RCC pipes.
60
1948
116880
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600 mm dia RCC pipes.
60
2476
148560
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
68
5323
361964
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Surface dewatering of foundation and launching apron i/c of all arrangement in KWH by diesel pump sets. Including all cost matrial labour & T&P etc. complete.
2388
37
89550
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Earth Work in removal of coffer dam & cross bar including all lead & lift with its proper dispoal including cost of all materials labour and T&P. complete
1170
72
84240
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S.clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 16 sqmm 4 core
3293
343
1129499
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 A socket outlet
10
149
1490
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Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required .63 mm dia (CD-63 mm & ID-51 mm nominal)
1940
187
362780
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Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
89
16500
1468500
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Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respect. CAT- AAA
89
10500
934500
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Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover late having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required.
32
4756
152207.68
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2x2.5 sq.mm
1246
74
92839.46
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Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactoresm HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 40 A TPN
4
29300
117200
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Supply & burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), length upto 3000mm, outer dia 50mm, inner dia 25 mm, terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm GI strip, upto switch board (from apron to switch board, the cost of GI strip will be extra) along with 30 cm square CI frame with hinged cover & masonry housing. Make : As approved in UP PWD & CPRI certified.
30
4903
147090
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Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required.
2134
31
68138.62
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 16 sq. mm
20
234
4698.6
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