Lucknow Development Authority Tender

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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 DSR 16.82

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil DSR 2.6

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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-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

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 13.47.1

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 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR 16.91.2

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 4.1.8

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. P.S.R

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.3

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1

Steel (in kg) PSR

Supplying and Fixing of scrap dummy missile MR

Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement, coarse sand and 40 mm nominal grit with CC 1:2:4 cement, coarse sand and 20 mm guage stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanctioned Rate. PSR

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) DSR 15.7.4

Signage

providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956- 09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. MoRTH - 801 (8.4)

60 cm equilateral triangle with definition plate (20cm X 60cm)

80 cm Circular 2 nos on single post with definition plate (20cm X 60cm) . (No parking & No standing sign on single post)

30X90 cm (Left/Right) Object Hazard

Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 200 mm NB medium class MS pipe and 4.85mm thick as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date . Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . The work includes construction of RCC Foundation of size 0.60x0.60x1.20 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast RCC M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MoRT&H specification section 800 and IRC 67 upto date complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. SOR 2020-21 MORTH- 802

Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it should be on both .the faces whereby providing maximum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. As per SOR ch-26 SI no.-6 SOR 2020-21 MORTH 801 IRC 79-2019

Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High- Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. As per SOR ch-26 SI no.-5 RPM with Shank SOR 2020-21 MORTH 804 (8.35)

Horticulture

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m. (for all areas) DSR Horticulture 2020;2.28.1

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 90 cm dia, and 90 cm deep DSR-2020 (H & L) Item No 2.14

Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead complete (earth measured in stacks will be reduced by 20% for payment). PSR

Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm DSR-2020 (H & L) Item No 2.4.2

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. DSR-2020 (H & L) Item No 2.9

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserviceable material’s as per direction of officer in charge (excluding cast of plant & water) DSR Horticulture 2020; 2.57

Trees Plant 2.57.1

Hedge Plant 2.57.3

Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.

Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge DSR Horticulture 2020; 5.3

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 Horticulture 2020; 8.30

Providing and stacking of Lagerstroemia Flaush (jarool) healthy and multi branches of ht.10-12 feet in Earthen pots of size 12" as per direction of the officer-in-charge. PSR

Providing and stacking of Plumeria alba healthy and multi branches of height 10-12 feet in big poly bags of size 18" as per direction of the officer-in-charge. PSR

Providing and stacking of Tabebiua healthy and multi branches of ht.10-12 feet in Earthen pots of size 12" as per direction of the officer-in-charge. PSR

Providing and stacking of Chorisia speciosa of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. Horticulture DSR 7.21

Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. Horticulture DSR 5.30

Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge DSR Horticulture 2020; 2.34

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): In rows 5 cm apart in both directions DSR Horticulture 2020/ 2.10.1

Irrigation

Trenching and Back Filling. Sanctioned Rate.

Supply, Installation, laying & commissioning of 90 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR)

Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR)

Supply, Installation, laying & commissioning of HDPE Flange with tail piece, packing & nut bolt complete in all respect. Sanctioned rate

Supply, Installation, laying & commissioning Of reducer 90 mm to 63 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate

Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate

Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate

Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate

Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate

Supply, Installation, laying & commissioning Of for 63 mm TAIL PIECES. Market Rate

Supply, Installation, laying & commissioning of for 90 mm TAIL PIECES HDPE PIPES. Market Rate

Supply, Installation, laying & commissioning Of PRESSURE Gauge 2.5" size (Gyceryne). Market Rate

3" disc filter. Market Rate

2" disc filter. Market Rate

Thermos Temperature Controller wuth switch and socket .2 mm cable. Market Rate

Butt velding electric heating plate. Market Rate

3" CI butterfly valve. Market Rate

2" CI butterfly valve. Market Rate

Sprinklers

Supply, Installation, laying & commissioning of Service Saddle 3 inch x 1.25 inch. Sanctioned rate with bush

Supply, Installation, laying & commissioning of Swing Joint for 10 - 12 meter range 360 degree popup. Market Rate

Supply, Installation, laying & commissioning of 25 mm outer dia 6Kg/cm2 CPVC pipe. Market Rate

Supply, Installation, laying & commissioning Of Ball Valve for 25 mm pipes. Market Rate

Supply, Installation & commissioning of pop sprinkler plastic make material with 10- 12 meter range 360 degrees. Market Rate

Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP

Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 335.00+10%CP

Boring

Boaring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm dia All type of soil (DAR 23.2.1.1 based) Sanction Rate

Supply, 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. 200 mm nominal size dia DAR No. 23.3.3

Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, 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. 200 mm nominal size dia DAR No. 23.10.3

Supplying, filling, spreading & levelling 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. DAR 23.6

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 bore well of: 200 mm dia. DAR No. 23.13.3

Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 200 mm clamp. DAR No. 23.14.3

Supply and fixing of pump set & composite electric panel for submersible kirloskar/ sons/ crompton openwell pumpset greeves make three phases 380-440 v 50 cycles supply with fountain bolts and 3 core 2.5 mm flat PVC flexible copper conductor double insulated submersible cable and 4 core 1.5 mm form fountain pool to fountain electric panel etc fountain pool to fountain electric panel etc. complete with internal wiring lighting system.

7.5 HP pump

Electric Panel Box

Supply and fixing of 3 HP single phase open well submersible pump set of 50 mm x 50 mm pipe size complete with all material, labour T&P etc all as per direction of Engineer in charge. (make kirloskar/ crompton/ KSB

Supply and fixing of 2.5 sqmm 3 core PVC insulated PVC shethed flate submersible cable pump with bare bunched copper conductor for submersible pump motor with 1100 volt grade ISI marked all complete as per direction of Engineer in charge. Sanctioned Rate

Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP

Arrangement of Plumber for 1 year maintenance. PWD SOR 2020-21