Constructing trenches channel for rain water at existing road and silting tank at HNGU Campus (State Govt.Grant New Construction 2023-24) (Re-Invite)

NAME OF WORK:- CONSTRUCTING TRENCHES CHANNEL FOR RAIN WATER AT EXISTING ROAD AND

SILTING TANK AT HNGU CAMPUS(STATE GOVT. GRANT NEW CONSTRUCTION 2023-24) (RE-INVITE)

r UNIT Rate AMOUNT (

(upto ITEM DESCRIPTION (upto 50 ( Upto 2 Upto

200 characters) Decimals ) Decimals )

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work ( SOR.-20002)

Excavation for foundation upto 1.5 m depth including sorting out and stacking

2 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) 795.83 CUMT 272.57

Dense or Hard soil ( SOR.-04B001B)

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

3 graded stone aggregates 20 mm nominal size) and curing complete excluding cost 121.30 CUMT 3575.49

of formwork in (A) Foundation and Plinth ( SOR.-05010AA)

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain - 300 X 300 (T-25) In

4 high performance self compacting concrete including fixing and transportation 4.00 RMT 4242.00

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain - 450 X 450 (T-25) In

5 high performance self compacting concrete including fixing and transportation 1080.00 RMT 5701.45

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain - 600 X 600 (T-25) In

6 high performance self compacting concrete including fixing and transportation 414.00 RMT 7014.45

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain T-25 lid for 300x300

7 with hole In high performance self compacting concrete including fixing and 4.00 RMT 2150.29

transportation complete.

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain T-25 lid for 450x450

8 with hole In high performance self compacting concrete including fixing and 1080.00 RMT 3434.00

transportation complete.

Providing and fixing FUJI SIVER TECH'S MAKE U Shape Drain T-25 lid for 600 x

9 with hole In high performance self compacting concrete including fixing and 414.00 RMT 4040.00

transportation complete.

Refilling in plinth with selected excavated earth available within site in layers of

cms.to 20 cms. Including watering, rammaing and compacting manually or using

10 mechanical plate compactor / vibro-roller etc., including cost of transportation 106.03 CUMT 88.85

anywhere within site complete as directed. (s.o.r i.no.6.4.12.)

Providing and filling sand in between the top and bottom plugs with good sand in

11 layers including compacting as directed. . (s.o.r i.no.27033.) 98.94 CUMT 462.99

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm.

12 Thickness including watering ramming and consolidating etc. comp. (s.o.r 65.88 CUMT 217.70

KEEN ARCHITECT,

CHEMISTRY BUILDING MEHSANA

r UNIT Rate AMOUNT (

(upto ITEM DESCRIPTION (upto 50 ( Upto 2 Upto

200 characters) Decimals ) Decimals )

Construction of brick masonry chamber inside dimension 600mm x 850mm x1400

depth for drainage line, with required inlet and outlet for under ground C.I.

inspection chamber and with 230 mm thick brick wall having crushing strength

not less than 35 kg/sq.cm. in C.M. 1:5 (1 cement : 5 sand) C.I. cover with frame

(Light duty 455mmx610mm internal dimension, total weight of cover with frame

not less than 38 kg. (weight of cover 23 kg. & weight of frame 1.5 kg.) R.C.C. top

slab with 1:2:4 (1 cement : 2 sand : 4 stone agg. 20 mm nominal size B.T. kapchi)

foundation concrete 1:5:10 (1cement : 5 sand : 10 stone agg. 40 m nominal size)

inside plaster 15mm thick in cement mortar 1:3 (1 cement : 3 sand) finished

smooth with floating coat of neat cement slurry on alls and bed concrete curing

etc. in true line and level etc. comp. As per Architect instructions and drawing or

as directed by engineer in charge. (s.o.r i.no.----24015A.)

Excavation for foundation upto 1.5 m depth including sorting out and

14 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 24.75 CUMT 212.52

lead.(A) Loose or soft soil

Excavation for Foundation from depth 1.5 M. to 3.0 M including sorting

15 out and stacking of useful materials and disposing of excavated stuff upto 50 m 2.48 CUMT 235.05

lead (A) (loose or soft soil).

Filling available excavated earth (excluding Rock) in trenches. Plinth, sides of

16 foundations etc. in layers not exceeding 20cm. In depth consolidating each 19.73 CUMT 137.47

disposited layer by ramming and watering.

Providing and laying cement concrete 1:3:6 (1 Cement : 3 Course sand : 6 Broken

17 stone aggregates 40 mm nominal size) and curing complete 1.98 CUMT 2985.86

excluding cost of form work in (A) Foundation and Plinth.

Providing and Laying brick work using common burnt clay building bricks

18 (Conventional)having crushing strength not less than 35 Kg./Sq.Cm in foundation 5.52 CUMT 3739.74

and plinth in Cement Mortar. (1:5) (1 Cement :5 fine sand)- (A)Conventional.

Providing 10mm thick cement plaster in single coat on ceilings and soffits of stairs

for interior plastering and finished even and smooth in. Cement Mortar 1:3 (

Cement : 3 Sand) and finishing with a floating coat of neat cement slurry for all

Providing and fixing M. S. grills of requried pattern to wooden frames of window

20 etc. with M. S. flats at requried spacings and frame alround square or round bars 150.00 KG 114.44

with round headed bolts and nuts or by screws. (B) Plain Grills

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure

poluthene pipes of the following outside Dia. Low densidy, complete with special

falnge compression type fittings, wall clipsetc. including making good the wall

ceiling and floor.(G)160 mm

Testing of Recharge Pit by emptying a tanker of 8000 L and measuring the time as

per the specifications and reporting of the same

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

23 mechanically and as per approved design Confirming to IS 15658 : 2006 including 7.61 SQMT 559.34

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

KEEN ARCHITECT,

CHEMISTRY BUILDING MEHSANA

r UNIT Rate AMOUNT (

(upto ITEM DESCRIPTION (upto 50 ( Upto 2 Upto

200 characters) Decimals ) Decimals )

For Genreal Area :- Horizontal Filtration Module is Precast Modular Step well of

M25 grade, designed to capture sediments primarily from surface runoff water.

This Round shape structure has a circumscribing diameter of approximately

1200mm and a height of 1600mm. A part of the top module of is usually kept

above the ground however same can be flushed with ground.100 / 150 mm are

the available height options in case part of it has to be kept above the ground

level. Top module accommodates indigenously designed One 200 mm V wire SS

screen Filters with Sand Filter Media to capture sediment effectively within the

Horizontal Filtration Module. Total filtration area of this filter is approximately

3000 cm2. Filtration capacity is 8m3 to 10m3 per hour. These module is installed

prior to the Sand Filtration Module.The inlet and outlet of is 110mm diameter

UPVC pipes connected with Sand Filtration Module as per Drawing

For Genreal Area :- Sand Filtration Module M-25 grade cement concrete system

for rainwater harvesting with SS 304 screen and natural filters. It consists of single

module with internal volume of approximately 0.8 cubic metres that is to be fixed

below ground level. The module is of an round shape with a diameter of

approximately 1200 mm , Total height of the system is 16 mm. Filtration capacity

25 & testing upto 8m3 to 10m3 per hour from modular systems only. The inlet and 2.00 NOS 186951.00

outlet of the system is 90mm diameter UPVC pipes. Module holds a filter of

MM Dia x 0.75mm Slot and 300 mm Dia x 1.0 mm Slot SS V wire screen in the

length of 500mm with sand Media . Screen creates entry points for the filtered

water. This module is used for Surface water and the filtered water to get into is

finally connected with the Recharge well.

Submission and approval of survey, Hydrogeological investigations at number of

locations in PADRA , working Drawings including all layout sections, typical details,

shop drawings, As-built drawings and submission of working drawings and

implementation schedule as per priority given by Engineer-In-Charge for approval,

26 etc. complete. Including 1) Detailed VLF profiling Survey work in a grid pattern2) 2.00 JOB 18770.85

Detailed Geophysical Resistivity Test &sub-surface micro-level VES Investigation

work SelectedVLF anomalous point for pinpointing the most feasible location for

Recharge& Roof Top Rain waterrecharge to be constructed in premises .3) G.P.S

marking of each location by G.P.S. instrument ....continue......

Jobwork for cleaning of modules for every Premonsoon for once in years with

inbuilt intergral ladder at 1125mm with safety by water cleaning system ,labours

27 hand bucket , lari & other tools i.e. Trikam , Pavda , Rassa , Battery , G.T. Salia 2.00 JOB 25250.00

etc.with disposing silt as shown places. Nothing extra to be paid for any insurance

or depriciation of tools etc

Providing, fixing and fabricating of G.I. Chain Link Jali 10 Gauge Fencing with

necessary fittings and having angle support of 50x50x6 mm thick and c/c. distance

1.10 between two column with loading, unloading, lead and lift. Including all

labour and fitting work.

Drilling pilot bore hole of size 250 / 300 mm at above village site in all starata by

mud flush direct rotary rig

Reaming of 250 / 300 mm dia pilot bore hole to size 550 mm dia. including

30 assembling,jointing,lowering of housing casing screen pipes & other assembly 160.00 RMT 595.90

items with gravel packing and clay balls packing etc

Development of bore by air compressor of 600 cfm /150 psi capacity for minimum

06 hours or up to the availability of sand free discharge

A)manufacturing Supply & Delivery Of ISI Marked(IS12818 with latest

Amendment) rates Are Exlusive of GST of 200 mm dia UPVC casing pipe 'CM' type

KEEN ARCHITECT,

CHEMISTRY BUILDING MEHSANA

r UNIT Rate AMOUNT (

(upto ITEM DESCRIPTION (upto 50 ( Upto 2 Upto

200 characters) Decimals ) Decimals )

Manufacture, supply and delivery of Cage type trapezoidal shape ("V"') wire

wound low carbon, galvanized screen pipe and stainless steel screen pipes,

confirming to IS: 8110. (Rates are exclusive of GST) Low carbon, galvanized screen

pipe 200 mm dia HEAVY(II) Size: 1) 1.00 mm slot size

Clamps made from MS plate with 3 holes on either side with nuts & bolts of

34 standard make and suitable size. 750 mm X 75 mm X 16 mm flat to 200 mm dia. 2.00 PAIR 1616.00

Supply of Bore plug having 100 mm height made from M.S. Plate with 3 hole sate

qual distance on circumference for nut-bolts type,locking arrangement with nut-

bolts & lock nuts of std. Make complete from 5 thick M.S.Plate(For Tap also)

suitable for 200 mm dia pipe

36 Supply of Bail plug UPVC of standard make suitable for 200 mm dia pipe 2.00 NO 808.00

37 Supply of gravels of selected size 4 mm to 6 mm 12.00 CUMT 2020.00

38 Electro logging of pilot bore 2.00 JOB 18180.00

39 Water sample chemical analysis charges 2.00 NOS 606.00

Note :- GST Shall be paid Extra on submitted rate

KEEN ARCHITECT,

CHEMISTRY BUILDING MEHSANA