Ajmer Smart City Limited Tender

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Ajmer Smart City Limited Tender

Works
Eprocure
Opening Date10 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 1,17,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

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-

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In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.

-

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-

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4.10.1.1 Depth upto 1.5 m

630

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164

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Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)

200

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163

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Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand.

80

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581

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Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr.

120

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254

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Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.

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80mm thick

50

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578

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :

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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

115

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3750

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Random rubble masonry with hard stone in foundation and plinth :

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-

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25.1.2 Cement mortar 1:4 (1 cement : 4 coarse sand)

670

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3450

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Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.

200

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622

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing

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-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

20

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5030

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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :

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-

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1:4 (1 cement : 4 fine/ coarse sand)

1800

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210

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Finishing walls with water proofing cement paint of required shade :

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-

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32.33.1 New work (Two or more coats applied @ 3.84 kg/10 sqm).

1800

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55.5

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :

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-

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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

61

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4960

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Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.

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-

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23.19.4 Hot rolled deformed bars

6000

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51.5

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Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : 22.1.1 Foundations, footings, bases of columns, etc. for mass concrete.

750

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162

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Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : 22.1.1 Foundations, footings, bases of columns, etc. for mass concrete.

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Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

34

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6770

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Painting with aluminium paint of approved brand and manufacture to give an even shade .

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-

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32.52.1 Two or more coats on new work

1200

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63

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Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

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-

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19.4.1 -75 mm dia

300

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212

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Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.

500

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780

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Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. set 12500.00

5

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12500

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Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacture‘s logo of appropriate size Engraved at suitable place.

10

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7600

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Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:

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-

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20.1.3 150 mm dia Nominal bore

70

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580

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Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work.

-

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-

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150 mm dia

10

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1287

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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work.

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-

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20.5.1 150 mm dia

25

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1300

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Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.

1

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260

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Providing and fixing of HDPE pipe ISI mark (IS:4984/95) for water supply (suitable for submerssible & jet pump) with required fittings.

-

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-

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50 mm OD 6kg/cm2

70

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72

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SITC of radial/ mixed flow submerssible motor pump sets ISI marked (IS-8034-1989) of approved make with required accessories including making connection suitable T.W./D.C.B./Open well. The job includes lowering of riser pipe ,G.I./H.D.P.E. Pipe with rope, cables, installation of complete fitting and accessories, joiniting of electrical cables up to switch board .All labour for testing of submerssible pupm set and supply of water to water mains, complete all in respect. (Group-1: KSB,Kirlosker,Techno,Texmo,Taro,Calama,Pluga,Crompton,Greaves,Chetan, Lubi, Varuna, Duke, Ujjala, Falcon,Unnati,Oswal)

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100 mm diameter Submerssible pump shall have following HP Rating, Phase, Head, minimum Discharge respectively.

-

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2 HP, 1 Phase,(45-89 )Mtr.,(100-33 ) LPM

1

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21735

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Supply and fixing of Oil/Air break Starter panel made out of sheet steel powder coated enclosere comprising of over load protection reley, short circuit and single phasing protection , ON/OFF push buttons,ammeter,voltmeter,indicating lamps etc. Complete in all respect suitable for following rating motors.

-

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-

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For single phase Submerssible/Monoblock pump

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-

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0.5 HP to 3.0 H.P.

1

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3150

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Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect.

-

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-

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20.10.3 100 mm dia

30

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963

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Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.

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-

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10.16.1 Mesh size 50mm x 50mm made of GI wire 3.15mm dia

800

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609

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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.

100

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1200

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Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete.

50

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1360

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour.

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-90 cm equilateral triangle

5

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3820

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-80 mm x 60 mm rectangular

5

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4700

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-60 cm x 45 cm rectangular

5

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3280

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60 cm x 60 cm square

5

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3890

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Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.

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-

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500 mm internal diameter

10

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2600

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.

-

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-

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15.2.1 With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65.

80

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1100

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Supplying and fixing wood work in frames of wall panelling, false ceiling partition wall etc. as per approved design and drawing including antitermite treatment.

-

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-

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28.3.1 Sal wood ( For making of bird nests)

1

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61200

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Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture

76

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83

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Earth work in excavation in soil unsuitable for road construction such as marshy soil including pumping out water, removal of the same and disposal with all lift and lead upto 1 km as per MoRT&H specification clause 301.

7920

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145

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Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).

-

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-

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In all type of soil

-

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-

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4.9.1.1 Upto 3.0 m depth cum 116.00

7920

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116

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Carriage of Materials by mechanical transport including loading, unloading and stacking ::

-

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-

-

-

-

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Lead 3 km

2100

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137

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Lead 4 km

2100

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151

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Lead 5 km

2100

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165

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

24500

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87.5



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