Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Eprocure
Opening Date26 Feb 2024
Closing Date16 Mar 2024
Tender Amount₹ 63,40,000
Costs
EMD
₹ 5,17,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPMVD_905900_1Tender No
35/MVDA/2023-24Tender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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Documents
BOQ Items
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) DSR-2023, Item No.4.1.8
42
208320
4960
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. DSR-2023, Item No.5.33 All works upto plinth level concrete of m25 grade with minimum cement content of 330 kg /cum 5.33.1.1
85
588200
6920
All works above plinth level upto floor V level
concrete of m25 grade with minimum cement content of 330 kg /cum 5.33.2.1
74
531246
7179
centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete DSR-2023, Item No.5.9.1
126
35910
285
centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, Abutments, posts and Struts DSR-2023, Item No.5.9.6
476
332724
699
centering and shuttering including strutting, propping etc. and removal of lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick DSR-2023, Item No.5.9.21
787
482431
613
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. DSR-2023, Item No.5.22.6
188
1476176
7852
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) DSR-2023, Item No.6.1.1
47
252202
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 1:4 (1 cement : 4 coarse sand) DSR-2023, Item No.6.4.1
139
945617
6803
1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-2023, Item No.4.1.3
29.6
169785
5736
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) DSR-2023, Item No.13.1.1
724
182448
252
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) DSR-2023, Item No.13.2.1
724
209960
290
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) DSR-2023, Item No.13.46.1
1448
167968
116
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. DSR-2023, Item No.16.91.2
300
238200
794
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 DSR-2023, Item No.16.78.1
45
91215
2027
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.1In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete DSR-2023, Item No10.25.1
1320
117480
89
Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-2023, Item No10.25.2
600
75000
125
16.18 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be
made per metre cost of total length of barbed wire used.
16.18.1 With G.I. barbed wire metre 19.60 DSR-2023, Item No 16.18.1
2209
35344
16
14.23 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. DSR-2023, Item No 14.23
1000
168000
168
Less 5% as per Govt. Approoval
0.05
-333652
6673044.6
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