PROVN OF ADDITIONAL TOILET BLOCK AND ALLIED WORKSFOR LIVING IN BILLETS AT AF STN VADODARA

NOTE: Schedule ‘A’ Part I to X under Ser No. 1 to 9 here in after are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lump sum price worked out for BUILDING/ STRUCTURES as listed in Sch 'A’ Part I.

Lump sum price worked out for EXCAVATION & EARTH WORK as listed in Sch 'A’ Part II.

Lump sum price worked out for INTERNAL WATER SUPPLY as listed in Sch 'A’ Part III.

Lump sum price worked out for INTERNAL ELECTRIFICATION as listed in Sch 'A’ Part IV.

Lump sum price worked out for SEWAGE DISPOSAL as listed in Sch 'A’ Part V.

Lump sum price worked out for HARDSTANDING/ PATH as listed in Sch 'A’ Part VI.

Lump sum price worked out for EXTERNAL WATER SUPPLY as listed in Sch 'A’ PartVII.

Lump sum price worked out for EXTERNAL ELECTRIC SUPPLY as listed in Sch 'A’ Part VIII

Lump sum price worked out for SOLAR WATER HEATER as listed in Sch 'A’ Part IX.

S&F Bracket for security light made up of 25 mm dia,1.60 m long GI pipe, light grade, bent to required length, fixed to wall with two clamps made of 20 x 3 mm mild steel flat minimum 15cm long, 4 Nos 8mm dia bolts with nuts complete all as specified and directed.

S&F indoor decorative channel housing fitting slim led batten 10 Watt tube light with polycarbonate housing and diffuser ac 220-240 Volts, 50 Hz and connecting with copper conductor flexible cable from ceiling rose to connector of the light, fixing the same with two Nos PVC square box complete all as specified and directed.

M&L DWCPE Sewage pipe laid straight or in curved and jointed complete with collars bore of pipe 150 mm for sewage with measures of water tightness complete all as specified and directed. (Note :- As per IS 16098 (Part 2) : 2013 para A-4.1.2.4(a) any form of cement concrete structural bedding would not be necessary under normal conditions, even for maximum combined loading (wheel load + backfill). However designer may check requirement for special cases.)

“Supplying, Design, Constructing , hydraulic testing, Commissioning and giving satisfactory trials of 06 KLD STP consisting of PMF Tech based STP along with the following accessories to the desired capacity of 06 KLD rated net output, complete as turnkey job with all involved electrical and mechanical components with all duties and taxes, complete all as specified and directed by engineer-in-charge for satisfactory performance of plant and required treated water parameters as per MES policy. (a) Construction of following tanks (all dimension in m) MOC-RCC (i) Septic tank – 2.8 X 1.4 X 1.5- Qty 1 (ii) PMF tank – 3.3 X 2.2 X 1.2 – Qty 1 (iii)Filter Feed tank - 1.6 X 0.8 X 1.5 – Qty 1 (iv)Treated Water tank – 1.6 X 0.8 X 1.5 – Qty 1 (v)Chamber Between PMF & FFT – 0.45 X 0.45 X 0.45 – Qty 1 (vi) Manhole Covers – (0.60 x 0.60) – Qty 5 (b) Supply & laying of aggregate as follows (i) 8” Qty - 1.5 m3 (ii) 4” Qty - 1.5 m3 (iii) 2” Qty – 1.5 m3 (iv) Coarse Sand Qty – 1.53m (c) Supply & laying of Bacterial Culture (suitable for degrading sewage) Qty – 720 kg

(d) Supply & planting of saplings Canna Indica Qty – 36 (e) Non-clog submersible Raw sewer Pump of discharge capacity 0.4 cum/Hr@ 10m head complete-02 Nos (01 W +01 S) (f) Submersible open well pump for fresh water application discharge capacity 0.4 cum/Hr@ 25 mtr head complete- 02 Nos (01 W+01S) (g) Supply & Fitment of PSF (Pressure sand filter) 0.25 m in dia and height 1.3 mtr with port valve and interlinking piping – Qty 1 (h) Supply & Fitment of ACF (Activated Carbon Filter) 0.25m in dia and height 1.3 mtr with multiport valve and interlinking piping – Qty 1 (j) Supply & Fitment of Chlorine Dosing Pump alongwith Chlorine dosing tank- Qty 1 (k) Electrical Control Panel with interconnecting cable of required size above given components/units/ Equipment/accessory for PMF Technology based STP is as per design and indicative. However OEM can add/alter/omit the given components as per their design to achieve desired capacity and treated water parameter with same technology as per E-in-C’s Branch New Delhi guidelines/Policies. Mode of Construction (MOC) of compact package STP should be as per below, MS based packaged sewage treatment plant, MS plate having Minimum 8 mm thick base plate, Side wall plate thickness 6mm minimum, relevant size of structural steel members with inside epoxy coating and outside epoxy paint on primer-Qty 1

(l) Supply & Fitment of UPVC Piping-Qty 1 Lot (m) Supply & Fitment of cables – Qty 1 Lot (n) M&L for Earthing with 600x 600x 6.00mm Galvanised steel earth plat electrode buried vertically in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate at a depth of not less than 1.5m below ground level, connected to and including Galvanised earth wire of size 4.0mm dia by means of bolts, nuts and check nuts and washers of galvanised steel with and including 15mm dia GI medium pipe for protection of GI strip to extent of 7.5mtrs as earthing lead including charcoal dust and salt, packed all around the earth plate in the earth in the earth pit all as per Electrical Plate No 3 of SSR Part I (2009) including PCC foundation.Earth chamber in PCC 1: 2 : 4 type B1 with MS. Angle iron frame CI. Cover with provision of locking arrangement and 20mm dia light grade G.I Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement, complete including excavation and earthwork in any type of strata and testing complete including fill up the earth pit with soil for best results and removal of excavated material from the site complete all as specified and directed.

M&L Making T joint in existing 100mm pipe including all fittings such as Tee etc complete all as specified