Provision of Roof Top Rainwater Harvesting at Town Hall, Kuber ji Complex And M.P High School Complex Building, Kapadwanj Under SJMMSVY:- Year 2026-27, (Catch the Rain)

NAME OF WORK: - PROVISION OF ROOF TOP RAINWATER HARVESTING AT

TOWN HALL, KUBERJI COMPLEX AND M.P HIGH SCHOOL COMPLEX BUILDING,

KAPADWANJ UNDER SJMMSVY :- YEAR 2026-27, (CATCH THE RAIN)

Total Volumes: 2 (Two)

Date of Issue: -……………….

Receipt No. of Tender Processing fee paid Amount: Rs. 1500/-

(One Thousand Five Hundred Rupees only)

NAGAR SEVA SADAN

NAGAR SEVA SADAN

NAME OF WORK: - PROVISION OF ROOF TOP RAINWATER HARVESTING AT

TOWN HALL, KUBERJI COMPLEX AND M.P HIGH SCHOOL COMPLEX BUILDING,

KAPADWANJ UNDER SJMMSVY :- YEAR 2026-27, (CATCH THE RAIN)

MILESTONE DATES

Online Downloading & Online

Submission of Tender:

Pre- Bid Conference Date: -

Due Date Online Tender Bidding: 19-09-2026 at 18:00 Hrs.

Physical Submission of Tender All tender documents, tender fees and EMD scan copies will

Fee, EMD and other Documents: be submitted to the online electronic format only, the

original tender fee, EMD and the signature and stamped

documents in the hard copy will be sent to the office of

Kapadvanj Nagar Seva Sadan by R.P.A.D./Speed Post/

Courier on Dated: -25-09-2026 Till 18:00 Hrs.

Bid Opening Date: 28-09-2026 at 11.00 Hrs.

NAGAR SEVA SADAN

Name of Work: Provision of Roof Top Rainwater Harvesting at Town Hall, Kuberji

Complex And M.P High School Complex Building, Kapadwanj Under SJMMSVY:- Year

2026-27, (Catch the Rain)

Schedule Description Total Amount

Schedule Description Total Amount

Provision of Roof Top Rainwater Harvesting at Town Hall,

B Kuberji Complex And M.P High School Complex Building, ₹

Total Tender Amount = ₹

Name of Work: Provision of Roof Top Rainwater Harvesting at Town Hall, Kuberji

Complex And M.P High School Complex Building, Kapadwanj

Description Quantity Rate Unit

1.) Providing and installing UPVC gutter (160mm width,

100mm depth, 3mm thickness, 4kg/cm² pressure rating)

along the entire perimeter of all the build- ings, complete

with Centre fittings, Centre drop, elbows, clamps, corner

el- bows, leaf guard, end caps, and all necessary

accessories for proper installation and functionality,

including all required labor, materials, tools, and

equipment to complete the work as specified.

* Considering Town Hall Building 35.00 278.24 Rmt ₹

2.) Providing and installing UPVC downpipes (90-110mm

diameter, 3mm thickness, 4kg/cm² pressure rating)

suitable for potable water with ring fit joint including cost

of rings, as per IS specification no. 4985/1988 including

all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost

of jointing meterial etc. completed and connected from

the UPVC gutters, complete with bends, clamps, sockets,

tees, rainwater outlets, and all necessary fittings and

accessories, including proper alignment, sealing, and

secure fixing to walls or columns as required, along with

all labor, materials, tools, and equipment to complete the

work as specified.

* 90 mm UPVC Pipe 240.00 133.32 Rmt ₹

* 110 mm UPVC Pipe 160.00 191.90 Rmt ₹

3.) Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm internal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. Of frame 15Kg)

(R.C.C. top slab with 1:2:4 mix (1- cement :2- coarse sand

:4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete. (i) Inside

dimensions 455mmx 610mm and 450mm deep for single

* Inside dimensions 455mmx 610mm and 450mm deep 45.00 2932.930 Nos. ₹

4.) Providing cement vata (10cm. x 10 cm. size) quarter

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

* Cement Vata 160.00 23.69 Rmt. ₹

5.) RAIN WATER HARVESTING SYSTEM: Construction of rain

water harvesting with storage capacity of 20,000 litres

considering effective depth for the re-charging of storm

water including the civil work with following

a.) Excavation for foundation 0 to 3.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff up to 50 Meter lead.

* (B) Dense or Hard soil: up to 1.5 m depth 57.00 149.68 Cu.mt ₹

* (B) Dense or Hard soil: depth from 1.5 m to 3.0 m 57.00 162.38 Cu.mt ₹

* (C) Dense or Hard soil: depth from 3.0m to 4.50m 19.00 174.23 Cu.mt ₹

b.) Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting

if required as per required gradient and line including

safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified.

* In hard murrum, boulders incl. macadam road up to

c.) Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Lime Mortar 1:1.5 (1-

Lime: 1.5-coarse sand including levelling up etc.

* For Water Storage Tank: 10.00 2542.31 Cu.mt ₹

d.) Providing and laying cement concrete 1:3:6 (1-Cement: 3-

coarse sand: 6- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

* P.C.C. (1:3:6) for Water Storage Tank 4.00 3005.76 Cu.mt ₹

e.) Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement concrete work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

cost of centring shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 475 kg )

* M-300 grade concrete for reinforced cement concrete

f.) Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in position

complete up to floor two level

* TMT Bar FE 500/500D reinforcement 3534.00 76.22 Kg. ₹

g.) Providing Formwork of ordinary timber planking so as to

give a rough finish including cantering shuttering

strutting and propping etc. Height of propping and

cantering below supporting floor to ceiling not exceeding

4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in.

* (A) Foundations Footings Bases of Columns etc. and Mass

* (C) Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses & 177.00 232.25 Sq.mt ₹

string course & the like.

* (B) Flat surfaces such as soffits of suspended floors slabs

Landings and the like. (1) Floors etc. upto 200 mm in 9.00 252.94 Sq.mt ₹

h.) 20mm thick sand faced cement plaster on walls up to

height 10 meters above ground level consisting of 12mm

thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1sand)

* 20 mm thick Inside & Outside cement plaster 208.00 335.66 Sq.mt ₹

i.) Providing and supplying ISI mark CI D/F Sluice Valves as

per IS:14846 (Latest Edition) of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking

* 100mm Dia Valve 3.00 3598.63 Nos. ₹

j.) Lowering, laying and jointing in position following C. I. /

D/F Reflux valves, Butterfly valves, Sluice valves and Air

valves including cost of all labour, jointing material,

including nut bolts and giving satisfactory hydraulic

testing, etc. complete.

* 100mm Dia Valve 3.00 509.90 Nos. ₹

6.) DE-SILTING CHAMBER:

Providing and constructing masonry de-silting chamber

450mm x 450mm x 800mm with required depth inside

(size can vary) with 75 class designated brick work in

cement mortar 1:6 (1cement : 6 fine sand) with 500 mm

dia. Perforated SFRC Manhole cover & Frame (1 Nos.). top

slab 1:1:2 mix (1Cement : 1coarse sand : 2 graded stone

aggregate 20mm nominal size) with perforation with

min- imum 1.5% reinforcement, foundation concrete

1:5:10 (1cement : 5 fine sand:10 grade stone aggregate

20mm nominal size including baffle wall, necessary exca-

vation, back filling and disposal of surface earth.

Complete with inlet, outlet and overflow arrangement

and filled with boulders. (153-224)

* Desilting Chamber 3.00 7180.45 Nos. ₹

a.) Drilling percolation borehole 300 mm dia. with reverse

rotary method in all types of soil up to 40mm deputy

including cost for mobilization of rig and making good the

area upon completion of work. Contractor shall arrange

for all necessary tools, water and consumable and laying

* Drilling percolation borehole 300 mm dia. 120.00 669.63 Rmt. ₹

b.) Providing and laying pea gravel all around the casing

c.) 180 mm dia. slotted UPVC pipe of 6 Kg/cm2 - 35 m -40m

or as per site sub-strata or set as per direction of 90.00 1458.44 Rmt. ₹

Engineer- in charge.

d.) 180 mm dia. UPVC blind pipe of 6 Kg/cm2. 45.00 1458.44 Rmt. ₹

8.) RAIN WATER HARVESTING WELL FILTRATION

Providing and constructing rain water harvesting

well/filtration with M10 RCC pipe of 1800mm dia x 2.5m

length or construction of pit with brick masonry around

with 3 m dia. with top slab 1:1:2 mix (1cement : 1 course

sand : 2 graded stone aggregate 20mm nominal size) with

minimum 1.5% reinforcement. Boul- der 5-10 cm, gravel

5-10mm size, crose sand 1.5-2.0mm including necessary

ex- cavation, back filling and disposal of surface earth

complete with inlet, outlet, overflow 100mm C.I vent

pipe -2m height with cowls. P/F Barricading - 6 feet high

with GI / MS Sheets - 0.35mm thick , supported by

wooden Balli / MS Pole (c/c distance @ 10-12 feet

,grouted 2 feet in earth and clamp with J hooks , or

required accessories, covered with green cloth facing

towards campus. After Completion of work removal of

barricading & can take back.

* Rain water harvesting well/filtration 3.00 185850.0 Nos. ₹

Total Amount = ₹

Total Amount = ₹

Total Net Amount = ₹