Mathura Vrindavan Development Authority Tender

Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: R.S. Joists

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm

Malba Disposal upto 5km lead & including loading and unloding

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.

JCB machine with driver including POL

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.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles

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. Concrete of M25 grade with minimum cement content of 330 kg /cum Upto Plinth Lvl. Work

Above Plinth Lvl. Up to 5th Floor

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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)

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.

Class-150 (non Modular) brick work but in in 1:4 cement and coarse sand mortar super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm.

15mm cement plaster with cement mortar in proportion of 1:6 cement & Fine Sand (not less than in 1.25FM) of single coat for interior plastring upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth

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.

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.

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

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. Red sand stone.

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. (Granite work)

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

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 Only Labour Rate

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work including cost of all materials, labour T&P etc. required for proper completion of work. Wood and steel.

ROAD & DRAIN WORK Earth work 5 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

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 Providing and laying NP-3 & NP 4 Hume Pipe in Proper position as directed by E/I including cartage of pipes/collars up to 30.m distance 350 to 450mm dia

Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete with material conforming to grade-1 (Size range 75mm to 0.075mm) having CBR Value-30

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)

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura)

Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

Material Cartage upto 1km lead & including loading and unloading

SOLAR LIGHT WORK Supply & fixing of 7mtr GI octagonal Pole having top dia 70mm, bottom dia 130mm and base plate thickness 16mm and having sheet thickness of 3mm with single arm bracket, base plate 220 x 220 x 16mm, 4Nos foundation bolt 750mm length, Dia 24mm RCC foundation including the cost of foundation, foundation bolts, as required, complete in all respect as per UPPWD Schedule.(PWD S.I. No. 641)

Supply of Solar AIO Single piece High pressure Die cast (LM6 Alloy) Aluminium housing appearance of Solar AIO shall be traditional Street Light, IP65 & IK08, suitable for OD 50/60mm bracket, having Min 3000 lumens, suitable for 24hrs (2 Nights) Autonomy and its backup calculation sheet shall be approved by Consultant Dimming Profile : • From Dusk – First 05hours sensor enabled with 30% brightness level • Next 05Hours sensor disabled and fixed at 30% Brightness level • Next 2hours/dawn- Sensor enabled with 30% brightness level Lithium pherrophosphate Battery capacity min 20Ah@12.8V or 256 watt hour & shall be of fresh manufactured battery (Not re-used cells) Battery Temp range -20-+60℃ and panel capacity min 35Wp, CRI =70, Efficacy Min 175lm/W is MUST, system wattage should not be more than 17W ± 5%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. Life class of LED System 50000hrs@L70, LED Make - CREE/NICHIA/LUMILEDS/OSRAM. CE Certified, charger efficiency 90% and standards IEC62109-1, IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530, IEC62384 The PV module should be made up of crystalline silicon solar cells "Mono-Crystalline" and must have a certificate of testing conforming to IEC 61215 Edition II / BIS 14286 & IEC 61730-1,2 IEC60598, Operating temp 0 Degree C to 50 Degree C, certifying above given prameters all reports shall be from In-house NABL or IECQ or any international accredited Laboratory, Complete luminaire/battery/panel/charge controller must be BIS accredited (If applicable) and as per UPPWD Approved Product List. Philips Model : SunStay or similar in OSRAM, Lighting technology and Trilux.

Less 5% as per Govt. Approoval