Mathura Vrindavan Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Mar 2023
Closing Date1 Apr 2023
Tender Amount₹ 29,87,58,000
Costs
EMD
₹ 1,51,40,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_UPMVD_787289_4Bid Award Id
ViewTender No
17/MVDA/2022-23 TBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Earth work 1 km cartage in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge
4155
759118
182.7
... More
PLAIN CEMENT CONCRETE
-
-
-
... More
Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors.
309
1714950
5550
... More
REINFORCEMENT CEMENT CONCRETE
-
-
-
... More
RCC work Providing and laying in position specified grade of reinforced cement concrete, Including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
755
6115500
8100
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, including cost of centering, shuttering, finishing and excluding reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
-
-
-
... More
i) below plinth level
73
602250
8250
... More
ii) Above plinth level upto fifth floor lavel
124
1109800
8950
... More
REINFORCEMENT & MS WORK
-
-
-
... More
Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) as per Analysis (Make - Tata, Jindal, SAIL)
1403
11416211
8137
... More
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. In grating, frames, guard bar, ladder, railings, brackets, gates and similar work
4104
451440
110
... More
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
2245
785750
350
... More
BRICK WORK
-
-
-
... More
Class M150 (non Modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.
350
1960000
5600
... More
Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). Above plinth level upto floor V level
1333
7788719
5843
... More
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)
392
1960392
5001
... More
FLOORING & STONE CLADDING
-
-
-
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (GSB)
1531
3937732
2572
... More
Supplying & Laying of precast Interlocking tiles of thickness 60mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand as per design approved by Architect or Engineer-in-charge all complete work. Rubber Molded Coloured Tile
10714
7660510
715
... More
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. 30mm thick.
981
1863900
1900
... More
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm
5450
207100
38
... More
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. As per Bansiphadpur / Dholpur Pink complete as per direction of Engineer-in-charge.
877
942775
1075
... More
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Red Stone)
5842
1361186
233
... More
Providing and laying at or near ground level factory made kerb stone of M-20 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 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 Engineerin-charge).
4427
2350737
531
... More
Providing and fixing stone jali 40 mm thick throughout in 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, jali slab without any chamfers etc. Red sand stone
650
4160000
6400
... More
Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone
60
2604780
43413
... More
FINISHING WORK
-
-
-
... More
12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth
5881
1117390
190
... More
Applying Primer Coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including cost of all materials, labour T&P etc. required for proper completion of work.
302
12080
40
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work including coat of all materials, labour T&P etc. required for proper completion of work. Wood and steel
302
24160
80
... More
Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying. cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately)
3053
1953920
640
... More
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden batterns, nailed to the under layer, including removal of wooden batterns, repair to the edge of panels and finished the groove complete as per specifications and direction of the Engineer-in-charge: 15mm wide and 15mm deep groove
1466
49844
34
... More
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)
5125
717500
140
... More
ROAD WORK
-
-
-
... More
Earth work 1 km cartage in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge
9768
1784613
182.7
... More
Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler
24417
976680
40
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (GSB)
14547
37414884
2572
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6689
17525180
2620
... More
Providing and applying Prime coat with bitumen Emulsion using Bitumen pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
41573
1342807
32.3
... More
Close Graded Premix Surfacing with Bitumin VG 30 Mechanical means using HMP of appropriate capacity not less than 75 Providing laying and rolling of close-graded premix surfacing material of 20mm thichness composed of 11.2mm to 0.09mm (Type-a) or 13.2mm to 0.09mm (type-b) aggregates using penetration grade bitumen to the required line , grade and level to serve as wearing course on a provcously prapared base, including moving in a sutable plant,laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
41573
8273027
199
... More
Seal Coats
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats
41573
3117975
75
... More
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
41573
702583
16.9
... More
Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) boundary stone as per standard design, including finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately).
945
463050
490
... More
RCC work Providing and laying in position specified grade of reinforced cement concrete, Including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
32
259200
8100
... More
Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) as per Analysis (Make - Tata, Jindal, SAIL)
26
211562
8137
... More
DRAINAGE WORK
-
-
-
... More
Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches.
7470
1083150
145
... More
Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors.
1160
6438000
5550
... More
RCC work Providing and laying in position specified grade of reinforced cement concrete, Including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) All work upto plinth level
1700
13770000
8100
... More
Reinforced cement concrete work in wall (any thickness) , including attachedpilasters, buttersses, plinth and string courses, fillets, column, pillars, piers, abutments, post and struts etc. including cost of centering, shuttering, finished and excluding reinforcement 1:1.5:3 (1 cement: 1.5: coarse sand : 3 graded stone aggregate 20 mm nominal size)
675
5568750
8250
... More
Providing and placing in position 100 mm thick factory made machine batched & machine mixed PrecastRCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
2653
6001086
2262
... More
Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) as per Analysis (Make - Tata, Jindal, SAIL)
2707
22026859
8137
... More
WATER SUPPLY LINE WORK
-
-
-
... More
Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches.
10055
1457975
145
... More
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
... More
100mm nominal ductile Iron Class K-9 pipes
10285
11313500
1100
... More
150mm nominal ductile Iron Class K-9 pipes
2621
3931500
1500
... More
200mm nominal ductile Iron Class K-9 pipes
300
600000
2000
... More
250mm nominal ductile Iron Class K-9 pipes
200
570000
2850
... More
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
-
-
-
... More
100 mm diameter pipe@ 5.0mc/c
2059
387092
188
... More
150 mm diameter pipe@ 5.0mc/c
527
121737
231
... More
200 mm diameter pipe@ 5.0mc/c
62
16058
259
... More
250 mm diameter pipe@ 5.0mc/c
42
12180
290
... More
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) Up to 300 mm dia
269
1238476
4604
... More
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 Up to 300 mm dia
658
6516832
9904
... More
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
473
594561
1257
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilty for hot & cold water supply including all CPVC plain & Brass threaded fittings. This includes joining of pipes & fittings with one step CPVC solvent cement, trenching, reffiling & testing of joints complete as per direction of Engineer-in-charge. External work.
-
-
-
... More
20mm nominal outer dia pipes
2362.5
484312
205
... More
25mm nominal outer dia pipes
200
60000
300
... More
62.5mm nominal inner dia pipes
2500
3775000
1510
... More
75mm nominal inner dia pipes
3450
6037500
1750
... More
Providing and Fixing brass ferrul with mouth cover including boring and tapping the main: 20mm nominal bore
-
-
-
... More
20mm nominal bore
946
331100
350
... More
25mm nominal bore
78
31590
405
... More
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end).
-
-
-
... More
25mm nomiinal bore
78
37440
480
... More
32mm nomiinal bore
473
260150
550
... More
65mm nomiinal bore
33
39765
1205
... More
80mm nomiinal bore
49
117600
2400
... More
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
-
-
-
... More
50 mm dia
12
51108
4259
... More
80 mm dia
12
61908
5159
... More
100 mm dia
12
80376
6698
... More
Provideing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separtely):
-
-
-
... More
100mm diameter
-
-
-
... More
Class II
14
54600
3900
... More
150mm diameter
-
-
-
... More
Class II
14
75600
5400
... More
200mm diameter
-
-
-
... More
Class II
8
96000
12000
... More
250mm diameter
-
-
-
... More
Class II
8
108000
13500
... More
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
104
709904
6826
... More
SEWERAGE WORK
-
-
-
... More
Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. 0.0m to 1.50mtr
17347
2515315
145
... More
1.50-3.0m
2749
467330
170
... More
Earth work 1 km cartage in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge
8040
1468908
182.7
... More
Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
-
-
-
... More
Depth not exceeding 1.5 m
22235
1200690
54
... More
Depth exceeding 1.5 m but not exceeding 3 m
405
23490
58
... More
Depth exceeding 3 m but not exceeding 4.5 m
162
10530
65
... More
Construction of granular sub-baseby proving close graded material confirming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lift sprending in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibretory power roller to achieve the desired dencity complete as per specification and direction by Engineer-In-Charge
568
1460896
2572
... More
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming to IS : 4885
1431
14375826
10046
... More
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
101
514999
5099
... More
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885
51
923202
18102
... More
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With Sewer bricks conforming IS : 4885
10
65960
6596
... More
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885
147
5660676
38508
... More
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With Sewer bricks conforming IS : 4885
93
1444476
15532
... More
12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth
6854
1302260
190
... More
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
3043
1004190
330
... More
Providing and fixing of NP-3 hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance and excluding cost of labour & materials
-
-
-
... More
150mm dia
3780
2373840
628
... More
200mm dia
9323.2
6535563
701
... More
250mm dia
814.2
679857
835
... More
300mm dia
425
415650
978
... More
SUB HEAD : RAIN WATER HARVESTING WORK
-
-
-
... More
Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. 0.0m to 1.50mtr
1375
199375
145
... More
Extra Depth 1.50-3.00
1338
227460
170
... More
Sand filling in plinth including supply of necessary quantity of local sand and including watering dressing etc. required for proper completion of work.
172
210700
1225
... More
Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors.
45
249750
5550
... More
RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
75
645000
8600
... More
Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600)
90
732330
8137
... More
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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
948
104280
110
... More
Class M150 (non Modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.
772
4323200
5600
... More
12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth
2851
541690
190
... More
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
6800
2849200
419
... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
1400
772800
552
... More
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
600
337800
563
... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
70
178080
2544
... More
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
240
616560
2569
... More
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
240
576720
2403
... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
106
119780
1130
... More
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia
40
7000
175
... More
SUB HEAD : HORTICULTURE WORK
-
-
-
... More
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment)
9576
3236688
338
... More
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).
4615
941460
204
... More
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). In rows 5 cm apart in both directions
28569
257121
9
... More
Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.
90000
810000
9
... More
Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group)
180000
7200000
40
... More
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)
-
-
-
... More
Trees Plant
500
2000
4
... More
Shrubs Plant
4500
9000
2
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : HOLES 45CM DEEP, 45 CM DIA
4500
54000
12
... More
Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge.
500
125000
250
... More
Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 34 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
500
25000
50
... More
Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
500
20000
40
... More
Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the
officer-in-charge.
500
10000
20
... More
Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
500
17500
35
... More
Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
500
7500
15
... More
Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge.
500
20000
40
... More
Providing and stacking of Tecoma stans of height 45-60 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge.
500
22500
45
... More
Providing and stacking of Ipomoea purpurea (Morning glory) of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
500
17500
35
... More
Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge.
500
22500
45
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 60 cm dia, and 60 cm deep
500
14000
28
... More
Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
100
6500
65
... More
Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
100
5000
50
... More
Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
100
6500
65
... More
Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v
100
6000
60
... More
Providing and stacking of Asparagus marrie, well developed 15 to 20 leaves, full of branches and foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
100
5500
55
... More
Providing and stacking of Iresine herbstii, of height 20-25 cm. full of branches well developed in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
400
6000
15
... More
Providing and stacking of Setcreasea purpurea full of variegated leaves in 15 cm size of Earthen Pot/Plastic Pot as per direction of the officer-in-charge
400
8000
20
... More
Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
200
4000
20
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements