Saharanpur Development Authority Tender
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Saharanpur Development Authority - SDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Aug 2024
Closing Date12 Aug 2024
Tender Amount₹ 3,10,37,475
Costs
EMD
₹ 17,52,000Document Cost
₹ 18,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SDA_943972_1Tender No
456/2/SDA/SSCLTender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR-2.27
8.97
15770
1758.17
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used .DSR-20.20
-
-
-
450 mm dia piles DSR-20.2.1
269.55
508400
1886.11
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. DSR-5.33
-
-
-
All works upto plinth level DSR-5.33.1
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.1.1
109.88
864601
7868.6
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. DSR-16.68
1012.5
814738
804.68
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, 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR-16.69
31.05
260073
8375.96
Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-279a
-
-
-
All works upto plinth level : DSR-4.20.1
-
-
-
Concrete of M10 grade with minimum cement content of 220 kg /cum DSR-4.20.1.1
86.03
443054
5150
Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR-279b
10
57500
5750
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : DSR-7.7
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-7.7.1
98.33
667390
6787.25
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. DSR-7.8
-
-
-
Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) DSR-7.8.1
341.3
3035023
8892.54
Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).DSR-24.5
2639.28
817833
309.87
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-5.33
-
-
-
All works upto plinth level DSR-5.33.1
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.1.1
266.81
2099421
7868.6
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-5.33
-
-
-
All works above plinth level upto floor V level DSR-5.33.2
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.2.1
54.35
443660
8163.03
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR-5.22
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR-5.22.6
38510.33
3438202
89.28
Centering and shuttering including strutting, propping etc. and removal of form for all heights : DSR-5.9
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete DSR-5.9.1
141.55
45954
324.65
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR-5.9.2
152.17
106134
697.47
Suspended floors, roofs, landings, balconies and access platform DSR-5.9.3
54.75
42027
767.63
Shelves (Cast in situ) DSR-5.9.4
20
15352
767.63
Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-5.9.5
681.15
415256
609.64
Columns, Pillars, Piers, Abutments, Posts and Struts DSR-5.9.6
421.2
335199
795.82
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like DSR-5.9.15
3.48
1129
324.65
Edges of slabs and breaks in floors and walls DSR-5.9.16
-
-
-
Under 20 cm wide DSR-5.9.16.1
32.14
5548
172.65
M-150 Brick Work in 1:6 (One cement & Six Coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work
-
-
-
Cement mortar 1:6 (1 cement : 6 Coarse sand) SOR-303+305a+305
155.25
661365
4260
Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : DSR-6.35
-
-
-
Cement mortar 1:6 (1 cement : 6 Coarse sand) DSR-6.34.2
48.56
393717
8107.85
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. DSR-10.25
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-10.25.2
5714
673109
117.8
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR-11.4
10
8100
810.02
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. DSR-11.8
10
694
69.42
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. DSR-11.28
-
-
-
Red sand stone DSR-11.28.1
916.35
971092
1059.74
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. DSR-11.29
-
-
-
Red sand stone DSR-11.29.1
411.37
519708
1263.36
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. DSR-11.41
-
-
-
Size of Tile 600x600 mm DSR-11.41.2
42.38
54502
1286.04
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/sq.m including pointing the joints with white cement and matching pigments etc., complete. DSR-11.38
124.74
135826
1088.88
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. DSR-11.56
-
-
-
Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red DSR-11.56.2
202.5
514836
2542.4
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in charge DSR-9.117
-
-
-
Extruded section profile size 42x50 mm DSR-9.117.2
40.1
10999
274.31
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer’s specification and direction of Engineer-in-charge. DSR-9.142
-
-
-
Decorative finish (wood grained finish) DSR-9.142.2
13.65
53258
3901.75
Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: DSR-12.13
-
-
-
S type louvers DSR-12.13.8
3.08
1428
463.64
20 mm cement plaster of mix DSR-13.3
-
-
-
1:4 (1 cement: 4 fine sand) DSR-13.3.1
10
3902
390.21
12 mm cement plaster of mix : DSR-13.1
-
-
-
1:4 (1 cement: 4 fine sand) DSR-13.1.1
77.7
22323
287.31
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : DSR-22.7
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR-22.7.1
46.19
64417
1394.61
Finishing walls with textured exterior paint of required shade : DSR-13.45
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR-13.45.1
77.7
14383
185.11
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. DSR-11.28
-
-
-
White sand stone DSR-11.28.2
2025
2250848
1111.53
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: DSR-8.32
-
-
-
(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.
-
-
-
(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
-
-
-
(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
399
1656552
4151.76
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : DSR-13.92
-
-
-
Old work (two or more coats) DSR-13.92.1
1364.34
174390
127.82
Providing and fixing of Signage, caption, photograph UV Digital printed on 3M make vinyl with lamination in matt finish. mounted on ACP sheet base fixed on paneled wall surface complete as per design, drawing and as directed by incharge. MR
233.55
501665
2148
Providing of UniStone or equivalent glass reinforced concrete (G.R.C)exterior paving tiles in 'Cobblestone' finish in approved shade in sizes of 152mm x152mm. The thickness of the tiles should range between 20 to 22 mm, allowingvariance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M-40 Grade concrete mix design having '43' grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by 'BAYFERROX (Germany)' or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 (Cement: Fine Sand) mix. MR
799.14
1539862
1926.9
Providing & applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.25kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanical broom.
908
11713
12.9
Providing & laying Dense graded Bituminious macadam with100-120TPH batch HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premix with bituminous binder (Bitumen VG-40) @ 4.5 Per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, lever and alignment, rolling with smooth wheeled vibratory and tandom roller to achieve the desired compaction as per MORTH Specification clause 507 Complete in all respects inculding all material (Grade-II)
54.48
484114
8886.1
Providing & applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.20kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanical broom.
908
9624
10.6
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
36.32
353898
9743.9
DSR Iteem: 16.47 - Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.
1620
255960
158
Supply, Installation, Testing & Commissioning of Polar pole made of square mild steel pipe (grade YST 210) 100mm Square x 2.9mm thick with 5500mm Height. The split constructed double arm bracket made of MS pipe 100mm square x 2.9mm thick having 1800mm arm length and 484mm height inclined at 10 degree. Double arm bracket contains build-in 2 x 60W LED module. 60W LED Module with expected service life of at least 60,000 operating hours. High Brightness, LED Light source do not pose any environment risks. Excellent thermal management heat sink. High efficiency polycarbonate optical lens. IP68 Ingress protection. IK09 impact protection. Colour rendering index(Ra) 70. Available colour temperature 3000K / 4000K / 5700K. Driver efficiency 85%, power factor 0.95, THD 10%, Surge Protection 6KV. Pole section welded by certified welders using high end MIGwelding processes. PDC aluminium service door 330mm height x 75mm width shall be provided with the company logo embossed on the bottom of the door and safety rope with IP protection rating. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 300mm Square x 16mm thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 48 x 24 to suit M20 x 500mm bolts of grade 4.6 at CC 215. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/-5% tolerance. After fabrication entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 60-80 microns).The Pole shall be provided with wooden finish to match the aesthetic of Lakkad bazar area. Manufacturer must have inhouse NABL certified lab. Approved Makes-K-Lite, Unilamp, Hess
28
3989093
142467.63
Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% for payment). DSR-2.30
13.21
3705
280.48
Fine dressing of the ground DSR-2.70
10
35
3.53
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately). DSR-2.80
10
499
49.94
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge DSR-2.90
25
871
34.87
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 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 good earth shall be paid for separately). DSR-2.10
-
-
-
In rows 5 cm apart in both directions DSR-2.10.1
10
168
16.89
Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) DSR-2.16
6.61
1405
212.6
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3mm 2m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings intwo halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. DSR-2.16
50
216224
4324.48
Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums, supplied free by the department, including providing and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including painting inside and outside of tree guard with: DSR-2.17
-
-
-
Two or more coats of synthetic enamel paint of approved quality shade over a priming coat DSR-2.17.2
50
29590
591.81
Flooding the ground with water including making kiaries and dismantling the same. DSR-2.24
50
100
2
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5m complete as per direction of Officer-in-charge. DSR-2.28
0.5
217
435.36
Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. DSR-2.30
-
-
-
Top inside dia 90 cm, outer bottom dia 45 cm, total height 90 cm with wall thickness of 50.0 mm minimum DSR-2.30.1
100
98300
983
Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one part of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.) DSR-2.31
-
-
-
Size of Empty Pots 25cm Top dia, 15cm Bottom Dia & 25cm Perpendicular height. DSR-2.31.7
50
2182
43.65
Filling of the Polythene bags by mixture of good earth and manuare in the ratio of 2:1 (2 patrt of good earth and 1 part of the manure) and placing the same of appropriate place (the good earth & manure Polythene bags will be provided by the department) all complete as per direction of the Officerin-charge. DSR-2.32
-
-
-
Polythene bags size 25cm dia x 35cm height DSR-2.32.5
20
372
18.6
Polythene bags size 30cm dia x 30cm height DSR-2.32.6
20
458
22.9
Providing and laying Neelgiri / Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. DSR-2.33
132.12
27023
204.54
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.
132.12
2848
21.56
Cutting of designer hedge/edge removing of cut materials, cleaning, hoeing of hedge / edge bed watering manure 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. DSR-2.37
132.12
5697
43.12
Topairy cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topairy) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge as per direction of officer in charge. DSR-2.38
-
-
-
Height of Topairy upto 120 cm. DSR-2.38.1
40
3203
80.09
Height of Topairy above 120 cm. DSR-2.38.2
40
4026
100.65
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) DSR-2.57
-
-
-
Trees Plant DSR-2.57.1
9
62
6.96
Shrubs Plant DSR-2.57.2
10.5
36
3.48
Hedge Plant / Ground Cover DSR-2.57.3
45
105
2.34
Pruning, trimming, shaping of trees /shrubs (ht 15 feet and above) i/c removal of cut materials upto 50mt. Lead, as per direction of officer in charge. T&P shall be arranged by the contractor. DSR-2.61
40
3472
86.81
Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. DSR-9.11
40
19948
498.7
Providing and displaying of Aglaonema Butterfly having ht.30 cm 10 to 12 fresh, healthy and attractive colorful leaves, well developed in 25cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR-3.10
6
1056
176.01
Providing and displaying of Aglaonema Parrot Jungle (three in one), having ht. 30 cm and above with 20 to 25 leaves, well developed, fresh & healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR-3.30
6
387
64.54
Providing and displaying of Araucaria cookie having ht. 75 cm to 90 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR-3.14
6
1202
200.34
Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR-3.19
7.5
1210
161.37
Providing and displaying of Dracaena rosea having ht. 30 cm & above with 8 to10 leaves, well developed, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR-3.45
6
809
134.94
Providing and Displaying Allyssum white in full bloom well developed fresh & healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.10
6
246
41.07
Providing and Displaying Antirrhinum Hybrid Dwarf variety (3 in one) well developed with fresh & healthy Flower multi branch in full bloom in 25cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.30
6
311
51.85
Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.60
6
739
123.21
Providing and Displaying Calendula double variety well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.11
8
414
51.85
Providing and Displaying Cineraria long 45 to 60 cm ht., 8 to 10 branch with full bloom specimen plant with green painted stacking in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.17
8
985
123.21
Providing and Displaying Caladium Hybrid variety 3 to 4 in a pot well developed with fresh & healthy foliage 30 to 45 cm ht. in different colour 25cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.72
6
369
61.63
Providing and Displaying Sunflower hybrid well developed 15 to 20 cm ht. with fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.80
8
250
31.29
Providing and Displaying Tapioca variegated (Manihot esculenta) well developed fresh & healthy 30 to 45 cm ht. in bright colour foliage in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.82
6
187
31.29
Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR-4.88
8
352
44.03
Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm Earthen Pot, as per direction of the officer-in-charge. DSR-4.91
6
187
31.29
Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25cm Earthen Pot, as per direction of the officer-in-charge. DSR-4.93
8
1150
143.77
Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. DSR-5.19
10
6160
616.05
Providing and Displaying Ficus nuda topiary well developed with fresh & healthy foliage 45 to 60cm spread 75 to 90 cm ht. bushy in 35cm Cement Pot as per direction of the officer-in-charge. DSR-5.23
6
1936
322.69
Providing and Displaying Latania Rubra Palm well developed with fresh & healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35cm Cement Pot as per direction of the officer-in-charge. DSR-5.35
10
9778
977.85
Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. DSR-6.10
6
692
115.43
Providing and stacking of Chlorophytum (Green), full of leafy suckers in 15cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. DSR-6.80
6
114
19.08
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. DSR-6.16
6
85
14.31
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. DSR-7.50
6
372
62.01
Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge. DSR-7.68
8
1526
190.8
Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge DSR-7.74
6
457
76.32
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. DSR-8.13
6
228
38.16
Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR-8.30
6
286
47.7
Supply and stacking of plant Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. DSR-8.37
6
515
85.86
Providing and stacking of Ipomoea purpurea (Morning glory) of height 30cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR-9.70
8
267
33.39
Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR-9.12
6
143
23.85
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