CONSTURCTION OF 40MM DIA X 26MM DEEP SHALLOW HAND PUMP WITH PLATFORM AND DRAIN & 1.0 M DIA X 2.0M DEEP SOAKPIT UNDER P.H. DIVISION, PURNEA For the Year of 2026-27 TOTAL 40 NOS

Name of Work CONSTURCTION OF 40MM DIA X 26MM DEEP SHALLOW HAND PUMP WITH PLATFORM AND DRAIN & 1.0 M DIA X 2.0M DEEP SOAKPIT UNDER P.H. DIVISION, PURNEA FOR THE YEAR OF- 2026-27 TOTAL 40 NOS Cost of Work as per BOQ Rs. 1,207,200.00

Time of Completion (in Days) Name of the contractor

04 Month Address of the contractor

Sl No. Items Requirement

1 Earnest Money (A) As per NIT duly pledged in Favour of Executive Engineer, P.H. Division, Purnea

Rs. 61,000.00 Earnest money - Rs. 61000.00

3 Registration paper of appororiate class, Govt of Bihar (Refer NIT)

5 GST Registration No

6 Work Experience (10%) Of BOQ Amount

7 Affidavit as Per NIT

8 Valid Character certificate issued by completent authirity

9 Address for Communication

Signature of Agency

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

P.H.DIVISION, PURNEA

Construction for 40mm dia X 26 Mtr deep Shallow Hand Pump with plat form and drain & 1.0M dia x 2.0M deep Soakpit in the District of Purnea under P.H. Division, Purnea for the year 2026-27

ESTIMATED COST-- Rs. 12.07200 Lacs

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

ABSTRACT OF COST

Name of Work:- Construction for 40mm dia X 26 Mtr deep Shallow Hand Pump with plat form and drain & 1.0M dia x 2.0M deep Soakpit in the District of Purnea under P.H. Division, Purnea for the year 2026-27

S.N. Particulars Qty Unit Rate Amount

1 Construction for 40mm dia X 14 Mtr deep handpump with plafrorm and drain in the District of Purnea under P.H. Division Purnea for the year 2026-27 as per Sub Estimate no.-01 40 No. Each Rs.22,000.00 Rs.880,000.00

2 Construction of 1.0M dia x 2.0M deep Soakpit under P. H. Division, Purnea for the year 2026-27 as per Sub Estimate no.-02 40 No. Each Rs.8,181.16 Rs.327,246.37

Total Rs.1,207,246.37

Grand Total Rs.1,207,246.37

Executive Engineer

P.H. Division, Purnea

Sub Estimate - 01

Name of work : Construction for 40mm dia X 14 Mtr deep Shallow Hand Pump with plat form and drain in the District of Purnea, under P.H. Division, Purnea for the year 2026-27

SL. NO. PARTICULARS QTY. UNIT Rate(Rs) Amount (Rs)

(A) COST OF MATERIALS :-

1 Cost to Shallow well hand pump of ISI Mark-8035/1999 (with latest update) 1 Each 3,000.00 3,000.00

2 Cost of 40 mm dia GI pipe 24 meter 290.00 6,960.00

3 40mm x 2.00m long P.V.C Ribbed Strainer of approved quality with shoe plug as per ISS 12818- 1992 1 nos 310.25 310.25

Add CP+OH @ 15% 1540.54

Sub Total - A 11810.79

(B) COST OF LABOUR :-

1 Providing all tools and plants and doing boring by G.I. pipe jet or Dhekhi Process upto suitable strata to lower 40 mm dia G.I. Pipes & P.V.C Pipe saftly including reaming the bore with 40 x 50mm reducer lowering partly G.I. Pipe (6M) P.V.C. Pipes and strainer with shoe plug as per direction of E/I (Soil item A) 26.00 meter 198.35 5,157.18 18,223.95

2 Providing all tools and labour for fixing Hand Pump etc all complete including replacing leather flap valve and buckets, nuts and bolts if necessary as per direction of E/I 1 Each 86.87 86.87

3 Developing and Testing of Tube wells till the discharge is free from sand as per direction of E/I 1 Each 639.11 639.11

4 Carriage by bullock cart or any suitable means including loading, unloading of one set of T/Well materials to work site including bamboo, rope, T & P etc. including returning back surplus materials from worksite to store as per direction of E/I (Average lead has been considered for payment 25 km.) 1 No. 530.00 530.00

Add GST 18 % instead of 12 % (Multiplying Factor - 1.0536) 6,756.91

Sub Total - B 6,756.91

(C) Construction of P.C.C Platform

1 Providing brick masonary drain having 125mm appron on both sides 125mm deep and 175mm wide including plaster 12mm thick with punning and PCC (1:3:6) 80mm thich over brick flat soling 3m long as per specification and direction of E/I. 2 M Rs.502.00 1004.00

2 Providing brick masonary Platform (as per IS 8035 - 1999) 1200mm x 1200mm size, 150mm thick (average) with 80 wide and 100mm high stripe all around over 100mm thick local sand filling and 100A one brick flat solng 100mm beyond PCC including cement plaste in C.M. (1:4) with 1.5mm thick neat cement punning, inclusive of carriage of materials at site etc all complete. (Sub Estimate No-1(A)) 1 No. 2300.00 2300.00

Add GST 18 % instead of 12 % (Multiplying Factor - 1.0536) 3,481.09

Sub Total - C 3,481.09

Say Cost for 1 Nos. of 40 MM DIA X14 Mtr Deep Temporary Hand Tube-Well 22,000.00

Junior Engineer Assistant Engineer Executive Engineer

P. H. Division, Purnea

1 Making soak pit 1.0m diameter 2.0 metre deep with dry brick honey comb shaft with bricks of class designation 100B For well

Sl. No. Particulars Qty Unit Rate amount

A Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.

B Brick work with bricks of class designation 100B in foundation and plinth in

6.1.14B Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A 8 mm dia T.M.T. bars 8 Kg. P/Kg. Rs.94.50 Rs.756

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks 319 No. P/%0 Rs.1,429.60 Rs.456

(c) Coarse Sand 0.40 M3 P/M3 Rs.1,015.10 Rs.406

(d) Stone Chips 0.11 M3 P/M3 Rs.1,670.90 Rs.184

Add GST 18 % instead of 12 % (Multiplying Factor - 1.0536) Rs.8,181

Say Rs. 8,181.00

Executive Engineer

P.H. Division, Purnea

Sub Estimate No-4

Estimate for construction of PCC Drain (100mmx100mm) in ordinary Tubewell.

Sl. No. PARTICULARS QTY. UNIT RATE (in `) AMOUNT (in `)

1 2.8.1 Earth work in excavation (soil Item-A) and disposal of excavation earth as obtained to a distance upto 50m including all lifts, leveling ramming as for platform. 10.00m x 0.26m x 0.15m = 0.39m3 0.39 M3 P/M3 360.70 140.67

2 2.28 Providing local sand in filling in foundation trenches or in plinth including ramming and waiting in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as sper specification and direction of E/I 10.00m x 0.26m x 0.10m = 0.260 m3 0.26 M3 P/M3 287.30 74.70

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per specification ans diraction of E/I For platform 10.00m x 0.26m = 2.6m2 2.60 M2 P/M2 283.30 736.58

4 4.1.3 Providing PCC (1:2:4) M-150 in foundation with approved quality for stone chips 20mm to 6mm size wit clean coarse sand including all cost screening, mixing and placing in position with curing, taxes and royality all complete job as per specification and direction of E/I Drain 10.00m x 0.26m x 0.075m = 0.195m3

5 13.17.1 Providing 12mm cement plaster (1:4) with clean coarse sand including neat cement punning all cost of water, curring, taxes and royality all complete as per specification and direction of E/I 1 x 10 x 0.10 = 0.10 M2

6 4.3.1 Providing centring and shutting including removal of form work 2nos x 10.00m x 0.20 = 4.00m2 4.00 M2 P/M2 211.10 844.40

7 Carraige of Materials -

(a).Local Sand (Lead 3 km) 0.26 M3 P/M3 262.05 68.13

(b) Bricks - Lead (1km kutchha+7km Pucca) 90 nos per‰ nos 836.38 75.27

(d) Stone Chips - Lead (232 km) 0.352 M3 P/M3 2473.39 870.63

Total cost of Ten Metre Drain 5864.40

Total Cost of One Metre Drain 586.44

Rate per m (Say `) 586.00

Junior Engineer Assistant Engineer Executive Engineer

P.H. Division, Purnea

GOVERNMENT OF BIHAR

Public Health Engineering Department

PUBLIC HEALTH DIVISION, PURNEA

FOR Construction for 40mm dia X 26 Mtr deep Shallow Hand Pump with plat form and drain & 1.0M dia x 2.0M deep Soakpit 35Nos in the District of Purnea under P.H. Division, Purnea for the year 2026-27

Date of Tender :- 08.07.2026

Estimated Cost:- Rs. 1,207,200.00

Earnest Money (In specified shape only):- Rs. 61,000.00

Time of Completion :- 04 Month

Cost of BOQ :- Rs. 2500.00

Issue to Shri/M/S

FOR Construction for 40mm dia X 26 Mtr deep Shallow Hand Pump with plat form and drain & 1.0M dia x 2.0M deep Soakpit 35Nos in the District of Purnea under P.H. Division, Purnea for the year 2026-27

Sr. No. Particulars Quantity Unit Rate Amount

1 Construction for 40mm dia X 26 Mtr deep handpump with plafrorm and drain in the District of Purnea under P.H. Division Purnea for the year 2026-27 40 No. Each Rs.22,000.00 Rs. 880,000.00

2 Construction of 1.0M dia x 2.0M deep Soakpit under P. H. Division, Purnea for the year 2026-27 40 No. Each Rs.8,181.16 Rs. 327,246.40

Total Rs. 1,207,246.40

Executive Engineer

P.H. Division, Purnea

SCHEDULE - B …………………… NIL

SCHEDULE- C …………………….. NIL

Executive Engineer

P.H. Division, Purnea