Development and Extension of Fort Front Outside the Fort Area at Moti Daman. (2nd Call) (E-11563)

Amount

Civil work

CIVIL WORKS Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations, land scaping features, development work etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. Item shall be also consider for crating mounts in gardening work.

Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting by mechanical or manual means & disposal, unloading and stacking outside the campus at nonobjectional place with all lead and lifts upto 3 KM etc. complete as directed by engineer in charge.

PCC M-15 :Providing and laying cement concrete 1:2:4 (1-Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)

Providing and Laying 300 mm thick wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveying the mix to site and compaction including materials. etc completed as directed by Engineer In charge.

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular (upto 10 ton)

Providing & fixing grey granite river wash as per design for Pedestrian Movement of 18-20 MM Thick ,Lenth and width as per design. fixing in cement mortar bedding(1: 4) of thickness 25 mm in required pattern on p.c.c surface . As per directed by EIC.

Providing & laying 60 mm th BricK TERRACOTTA DL R Melage with Minimum average Jet Colour Black factory made cement concrete interlocking paver block of M40 garde made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and patten over and including 50mm th compacted bed of course sand, filling the joints with line sand etc. all complete as per the direction of Consultant/Engineer in Charge. VYARA or Approved Brand

Providing & Laying at or near ground level kerb stones of size (600 mm x 450 mm x 150 mm) having the minimum average 2.5 MPa bending strength 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 be more than 5 mm), including making drainge opening wherever required etc. complete as per direction of Engineer-in-charge.

Providing and supplying ISI standard R.C.C pipes (of sulphate Resisting Cement) in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. 450 mm dia.

Lowering, Laying and jointing R.C.C pipes in C.M 1:1 1/2 of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. 450 mm dia

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

GARDEN WORKS SHRUBBERY/HEDGE PLANTATION (6 plants/M2, 1' height) :Supply & plantation of shrubbery plants (To be planted in garden soil over already dressed area ) development of bed, cultivation soil mixture and plantation of shrubbery (as per plantation plan provided). Pesticides application to be done as per requirement, application of soil additive @ 5kg per M2 etc. Complete as directed by engineer-in-charge.

Garden Soil Filling The good quality garden soil shall be obtained from outside which can be useful for all plants. Laying of soil shell be done in proper slope as per mention in drawing including watering, compacting and dressing etc. complete, as directed.

ELECTRICAL WORKS Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked unarmored copper wires of following size to be erected as directed. a) 2.50 Sq.mm 3 core round PVC sheathed

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG.

Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications. [C] For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive Computer System(like Automation, SCADA)i.e. independent Earthing located in other than normal soil i.e. Soft Rock, Marshy Soil etc.. -Length of Pipe : 3 Mtrs. -Back filling Compound :2 nos Bags of 25 Kg

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (a) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

(b) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core)

Making trench in soft soil of suitable width of 90 cms deep for laying cable or locating the fault all over the run and backfilling the same and making the surface as normal ground.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid in ground with necessary clamps/saddles in existing trench / pipe of following size of cables (a) 4 core 10 Sq. mm

(b) 4 core 16 Sq. mm

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (A) 50 mm dia

Providing and, fixing heavy duty flange type brass cable gland or PVC gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (a) 2 to 4 core 4 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (a) 2 to 4 core 10 Sq. mm

(c) 2 to 4 core 16 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (A) 3 & 1/2 core 35/50 Sq. mm

(B) 3 & 1/2 core 70 Sq. mm

Solderless crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/2.5 to 6 Sq.mm

Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (a) 10 Sq.mm

(b) 35/50 Sq.mm.

Supplying & erecting MINI SECTION PILLAR Outdoor Type 75 x 60 x 45 cms fabricated from 16 Gauge thick joint legs M.S. Sheet with angle iron legs 45 cms long made from 35 x 35 x 5 mm thick. Jointless M.S. Angle with cable clamps to be buried in ground to have appropriate erection to work Uniform Until erected with cement concrete foundation and 45 cms high bricks work finishing with plaster etc. hinged double door with 3" x 4" vision panel covered with Mesh & V. panel overlapping with flap for meter reading internally supported on both side, with internal and outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for erecting bakelite sheet. Painting the Section Pillar inside and out side with three tank powder coated paint.. Section pillar roof should be without joint with water leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962, with Brick Mesonary Muffing complete with plastering, Including SITC of Switch Gears as per enclosed Single Line Diagram.

Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 45 x 45 x 100 cms. Deep in below ground level with plinth of 45 cms x 45 cms (or 45 cms dia x 45 cms) high upper ground level with necessary curing and finishing in approved manner. ( for 4 & 6 mtr pole)

Decoretive Pole - made out of 4 mt height structure is combination of daicast and other decorative GI pole arrangement with base plate for surface mounting The streetlight pole shall be of ‘composite’ construction designed to withstand specified ‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure. The pole should be designed as per the stipulations of standard EN40 to establish its structural suitability under ‘serviceability’ and ‘ultimate limit state’ conditions. The pole should be provided with cast iron embellishments as per the drawing. Pole Shaft should be fabricated out of Steel tube of grade YSt 240 and batch test reports for chemical and mechanical properties of material should be submitted along with the bid. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The welding shall be of high quality, carried out by qualified welders using approved welding procedures and tested for its quality through NDT method, such as DP Test. The successful bidder should submit the test reports before delivery of the material. The pole shall be provided with an opening at the bottom with removable cover for providing LILO connectors, MCB, etc. (to be supplied by others). Appropriate reinforcement shall be provided to compensate for the loss of section at this point to ensure overall structural stability of the pole under specified operating conditions. The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. No mechanical operation, such as welding, drilling, etc. should be carried out on the pole structure post hot dip galvanizing. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable. Complete pole shall be treated with high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 70 microns. The painting shall be carried out by experienced and trained technicians using proven and established painting procedure. Only ‘controlled’ paint drying process shall be used to ensure proper adhesion and finish of the paint. The bidder shall give unconditional clause wise confirmation to above requirements and any deviation will result in disqualification of the bid. KESELEC BLENEHIM POLE : , ligman, Siemens 4M height pole matching as technenical specification

Supply, erecting, testing & commissioning of Decorative Luminaires for Urban lighting, body made of painted spun aluminium, The protector is made of polycarbonate grade UVresistant (IK 09- presented with IS 10322 report from 3rd NABL approved lab), Permanently sealed optical compartment (comply by presenting technical data sheet ) with IP66 protection ( presented with IS10322 report from 3rd party NABL approved lab). Luminaire offers tool free access to gear compartment with IP65 protection. Luminaire can be installed as a suspended luminaire. The luminaire is equipped with PMMA lenses with wide photometry for increased pole spacing.The luminaire is provided with disconnector to avoid electrical shocks.Easy access to control gear compartment by opening special latch kind of arrangement .Luminaire is provided with built in under/over voltage protection Fixture is having a surge protection of 10KV. Electronic driver is having power factor>0.90*, THD<20*% and input voltage range from 120-227V AC at 50Hz. Luminaire efficacy is 120 im/ watt system lumen 3600 lumen ( presented with LM79 report from 3rd party NABL lab ) in CCT range of 4000 as per ANSI. System life of 50000 burning hours with 70% of initial lumens maintained. Luminaire is suitable for operating temperature (Ta) from -20 to 50c. Driver can withstand 320V AC for 48 hours and 360 V AC for 2 hours. the offered luminar must have BIS certificate including Junction Box IP 65 - Approved Make KG9003IN/KF9500 Make: as Keselec make, Model: RIGA NU 30 W LED, or ligman or simens ( matching technical specification along with IS10322, LM79 reports )

Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red oxide and 2 coat of Hi-Gloss / Matt Finish Metal PU Paint of approved make and shade over all the surface of the steel section with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering & finishing complete.

Flood light : SITC of LED Flood light luminaire, with cluster of 3 module made of extruded anodized aluminium of finish colour light grey with integrated heat sink for thermal dissipation. Polycarbonate lens is used with impact resistance of IK-10 having the light transmittance>90%, flammability rating of UL 94 – V0, IP 66 protection for optical block & IP67 for LED driver. Bracket made of Cold-rolled steel sheet (SPCC) & powder spraying process used on the surface of 3mm thick. 0% (at 00 inclination) Upward Light Output Ratio (ULOR) to avoid glare & light pollution. The luminaire shall have a CCT of 3000K and CRI of ≥75. The driver (efficiency > 90%) having surge protection of 6/10KV for differential mode and common mode, Power Factor ≥ 0.95, a residual flux of 70% (L70) @ 60,000 hours. Operating temperature range of -400C to +550C , Standard Colour: aluminum original color, light Grey ,Mounting with different degrees of Inclination from -90° to +90° in step of 10° , Input Voltage: 120-277 V AC  Surge Protection: 6KV in Differential mode & 10KV in Common mode  Driver efficiency ≥ 90% .The luminaire is suitable for system wattage of 120 watt with luminaire efficacy of 120 lm/watt- 14400 lumen at 3000k with 60*90 beam angle including Junction Box IP 65 - Approved Make KG9003IN/KF9500. The offered luminaire must have BIS certificate ...Make- Keselec ,Ligman,Simenes as per technical specification .

Cast iron earth plate size 30 x 30 x 0.35 cms. hurried in specially prepared 2.5 Mtr. deep earth pit complete with necessary G.I. strip in G.I. pipe 2 Mtr. long with coupling and G.I. plug for earthing of switch gear, conduit run or power plug etc.

C.C M-25=Providing material and labour for laying fair finish controlled cement concrete M-25 produced in batch mix machine, using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 for reinforced concrete work for all elements, all floors, any heights/ depths, any lead and lift including cost of formwork, compacting, finishing, curing but excluding the cost of reinforcement etc complete as directed by engineer in charge.(For Fundation & Light Box any Size)

SAMIR CONSTRUCTION CO.