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Tender Value
Refer Docs
EMD Value
₹10.6 L
Closing Date
2 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
The Chief Officer, Pardi Municipality, Pardi
Up-gradation of Water Supply Network for Pardi Municipality, Pardi
296007
AS PER NIVIDA
Open
Civil - All
Valsad
2 documents required · 2 mandatory
₹21,240
CHIEF OFFICER PARDI NAGARPALIKA
₹10.6 L
13 Apr 2026
13 Apr 2026
13 Apr 2026
2 May 2026
13 Apr 2026
Estimated Cost Rs. 10,62,18,184.00 (Rs. 1062.18 Lacs)
Water Supply / Sanitary Works
Rs. 1062.18 Lacs
Bid Type Local Competitive Bidding (LCB)
Pre-Bid Conference 02 May
Last Date — Price Bid 12 May
Last Date — Technical Proposal
Completion Period 18 Months from Start Date
Defects Liability Period 1 Year from Date of Completion
Site Location Pardi, Dist. Valsad
Joint Ventures NOT Acceptable
Tender Portal https://www.tender.nprocure.com
Tender Fee Rs. 21,240.00 (18,000 + 18% GST)
Note: This is a complete reference document combining Qualification Criteria + Technical Specifications
extracted from DTP_merged.pdf. For all binding terms refer to original bid document.
PART A QUALIFICATION CRITERIA
1. Registration & EMD
Criteria Requirement
Contractor Class "AA" Class & Above — Gujarat State
Must submit proof of application for AA Class in Gujarat
Central/Other State Contractors
EMD / Bid Security As per tender notice
Bank Solvency Certificate Minimum Rs.
Solvency Certificate Year Calendar Year
Nationalized Bank or Bank as per GoG GR No:
Bank Type for Solvency
FD/MSM/efile/4/2023/0057/DMO dated 21.04.2023
GST Number Mandatory
PAN Card Mandatory
ITR Certificate Mandatory — latest available
2. Financial Qualification Criteria
2.1 Annual Turnover (Clause 4.5.3.1)
Criteria Requirement
Minimum Average Annual
Rs. 3,18,65,456.00 at current price level
Period April 2022 to March 2025 (last 3 financial years)
Works Covered Civil Engineering construction works only
Certification Chartered Accountant — own letterhead, duly attested
2.2 Credit Facility & Own Investment
Criteria Requirement
Minimum 10% of Contract Value — Banker's certificate,
Bank Line of Credit
max 3 months old
Own Investment Undertaking Minimum 25% of Contract Value during implementation
2.3 Price Escalation Factors (Base Year: FY 2025-26)
Year Financial Year Multiplying Factor Remark
Base Year 2025-2026 1.00 Reference Year
-2 2023-2024 1.21 Compound
-3 2022-2023 1.33 Compound
-4 2021-2022 1.46 Compound
-5 2020-2021 1.61 Compound
3. Similar Work Experience (Clause 4.5.3.2)
Criteria Requirement
Work Type Water Supply Distribution Network Projects
April 2021-22 to March 2025-26 and up to 1 month prior to
Option A — Single Work ONE completed work >= Rs.
Option B — Multiple Works THREE works each >= Rs.
Certificate Required Form-11 or equivalent (with yearly breakup) from client
Client Authority Rank Not below rank of Chief Officer / Authority
Sub-contractor Experience NOT considered
Material supplied by Client NOT included in work value
Government (State/Central), Board, Corporation, Govt
Eligible Clients
Undertaking only
4. Physical Criteria — Pipeline Work (Clause 4.5.3.4)
In any ONE project during last 7 financial years: FY 2019-20 to FY 2025-26
4.1 Metallic Pipeline
Parameter Requirement
Procure, Lowering, Laying, Jointing, Testing &
Minimum Diameter >= 250 mm
Minimum Length (single project) >= 4.46 Km
4.2 Non-Metallic Pipeline
Parameter Requirement
Procure, Lowering, Laying, Jointing, Testing &
Minimum Diameter >= 90 mm
Minimum Length (single project) >= 3.38 Km
5. Available Bid Capacity (Clause 4.5.3.3)
Parameter Details
Minimum Required Must be >= Rs. 10,62,18,184.00 (Estimated Cost)
Formula Available Bid Capacity = (A × N × 2.0) − B
Max civil construction value in any ONE year (last 5 years)
at current price level
Number of years for completion of this work = 1.5 years
Value of existing commitments / ongoing works to be
completed in next 18 months
Countersigned by officer not below rank of Engineer-In-
Supporting Document
6. Personnel Capabilities (Clause 4.5.4)
Since estimated cost > Rs. 50 Lakhs, the following staff must be deployed full-time:
Work Cost Required Technical Staff
More than Rs. 50 Lakhs (This TWO Graduate Civil Engineers + THREE Diploma Civil
Work) Engineers
Rs. 15 to 50 Lakhs ONE Graduate CE + TWO Diploma CE
Rs. 5 to 15 Lakhs Minimum ONE Diploma CE
Below Rs. 5 Lakhs Minimum TWO Diploma CE
• Engineer must stay at site full-time — no other duties permitted
• Within 15 days of work order: submit Name, Qualifications, Marksheet, Photo, Appointment Order to Dy.
Executive Engineer
• Non-compliance: Recovery at Rs. 15,000/- per month per engineer — NON-REFUNDABLE
• If contractor/partner is Civil Graduate Engineer — separate deployment not required
7. Equipment Capabilities (Clause 4.5.5)
Requirement Details
Equipment Age Limit Maximum 15 years old
"Plant/Machinery Name, Location, Age, Make, Capacity,
Equipment Details
Approx Value, Remarks"
Detailed construction planning with layout drawings and
Methodology Document
broad calculations
For each operation showing production capacity to match
Numbers, types, and capacities of each plant/equipment to
Equipment Deployment Plan
8. Mandatory Documents Checklist
⚠ Bidder failing to submit any mandatory document shall be considered NOT QUALIFIED —
Financial Bid will NOT be opened.
Sr. Document Details / Requirement
"AA" Class & Above — Gujarat. Central/other State
a Registration Certificate
contractors: proof of application.
As per tender notice (Bank Guarantee for bid
b EMD / Bid Security
amount Rs. 1 Crore+)
c Bank Solvency Certificate
Nationalized/listed bank letterhead
CA certified — Apr 2022 – Mar 2025 — avg min Rs.
d Annual Turnover Certificate
Computation of Available Bid Capacity with all
e Bid Capacity Declaration
ongoing/completed works
Water Supply Distribution Network — from client
f Similar Work — Form-11
(with yearly breakup)
Rs. 300 non-judicial stamp paper — Gujarat & India
g Non-Blacklist Declaration
h ITR + PAN + GST All three mandatory
i Power of Attorney Authorizing signatory to commit the bidder
j IT Clearance Certificate Latest from IT department
Min 10% of contract value — not more than
k Bank Line of Credit Certificate
25% of contract value during implementation — on
l Investment Undertaking
Financial liabilities and current works on Rs.
m Work-on-Hand Declaration
non-judicial stamp paper
Programme + equipment plan + QC procedures
n Construction Methodology
(mandatory > Rs. 5 Cr)
o MOU of RCC Pipe If required as per tender
All Forms, Annexures, other certificates in tender
p All Prescribed Forms
q Site Visit Certificate Mandatory for Site Topography and local condition
Registration mandatory with 6-month TRRN with
s DI/uPVC/PVC Pipe approval Mandatory approved by Nagarpalika.
9. Key Contract Terms & Payment Conditions
Contract Duration 18 Months from Start Date
25% in 90 days | 50% in 120 days | 75% in 270 days | 100%
Defects Liability Period 1 Year from Completion Date
Mobilization Advance 10% of Contract Price — on submission of Bank Guarantee
90% for new / 50% depreciated value for old equipment —
Equipment Advance
max 5% of Contract Price
20% deduction from each Interim Payment Certificate —
Advance Repayment starts after 20% contract value achieved OR 6 months from
first advance (whichever earlier)
Retention Money 6% from each bill — maximum 5% of final contract price
5% of Contract Price (Bank Guarantee) + additional as per
Performance Security
1/2000th of initial contract price per day (rounded to nearest
Liquidated Damages
Maximum Liquidated Damages 10% of Initial Contract Price
Bonus for Early Completion As per Clause 50 — maximum 5% of Contract Price
Amount Withheld — Late
Rs. 1 Lakh per occurrence
Programme Update Period Every 7 days
Within 28 days of completion certificate — Rs. 1 Lakh
As-Built Drawings
withheld for non-submission
Governing Law Law of Union of India
Language English
Subcontracting Limit As per Clause
Min Rs. 5 Lakhs per occurrence — 4 occurrences always
Insurance Cover
PART B TECHNICAL SPECIFICATIONS
10. Scope of Work (Section 5 — Technical Specification)
Item Description Reference / Standard
Providing & Supplying D.I. K-7
500mm, 450mm, 400mm dia)
Manufacture, Supply & Delivery
of D.I. Flange Socket/Spigot BS-EN-545/1995 Class-A K12, IS 8329/1994, IS
Bends, Tees, Reducers & 9523-2000
Providing & Supplying ISI Mark
Rigid uPVC Pipes — PVC-10
Providing & Supplying ISI Mark
CI D/F Sluice Valves, Butterfly
Valves & Reflux Valves (80mm–
Providing & Supplying C.I. Air
05 Kinetic Air Valve (DK) — approved make
Valves (50mm, 80mm)
Providing & Supplying CI Double
06 Flanged Short Body PN 1.6 with handwheel cap
Sluice/Butterfly Valve
Providing & Supplying CI Taper
07 As per IS standards
Piece / Reducer (various sizes)
Lowering, Laying, Jointing &
08 Hydrostatic test at 6 Kg/Sq.cm — Push-on joints
Testing of D.I. K-7 / K-9 Pipes
Lowering, Laying, Jointing &
09 Testing of D.I. K-7 Pipeline — As per drawing and Engineer's directions
Roads/Main Distribution
Lowering, Laying, Fixing &
IS 4985-2000, cement solvent jointing, hydraulic
10 Jointing of PVC/uPVC/cPVC
Pipes (90mm–200mm)
Lowering, Laying & Jointing of
Including all jointing material, nut bolts, hydraulic
11 Sluice Valves / Butterfly Valves /
Reflux / Air Valves
Valve Chambers in Brick/Bela CM 1:6 masonry, CC 1:4:8 foundation, RCC slab
Stone Masonry cover (0.60×0.60, 0.90×0.90, 1.30×1.30 m)
RCC Precast M.H. Frame & Cover As per type design and standard specifications
(M200 — Heavy Duty) PWD/CPWD/GWSSB
14 Refilling Pipeline Trenches — Layers of 10-15 cm, well watered and compacted
ramming, watering,
Item Description Reference / Standard
consolidating (within 3 km
15 Dewatering by Pumping Set Payment on HP/Hour of pump run
Drilling Horizontal Borehole for
Mechanized method — under Road / Railway
16 Road / Railway Crossing (250mm
authority supervision
dia MS/RCC casing pipe)
Providing, Laying, Spreading &
By mechanical means — 1 km lead, paver/grader
18 Compacting Wet Mix Macadam
as per IRC specifications
Providing & Laying Cement
IS 456-1978 water, IS 269 cement, 20mm
19 Concrete 1:2:4 (Foundation and
11. Item No. 01 — D.I. K-7 Pipeline Technical Specification
11.1 Applicable Standards
Standard Description
Centrifugally Cast (spun) Ductile Iron Pressure Pipes for
water, gas and sewage
Ductile iron pipes, fittings and accessories for pressure
ISO 4179-1985 Centrifugal cement mortar lining — General requirements
IS 8112 Specification for 43 Grade Ordinary Portland Cement
Bitumen based coatings for cold application suitable for use
in contact with potable water
ISO 8179-1995 External coating — Metallic Zinc with finishing layer
Rubber sealing rings for gas mains, water mains and
Installation of ductile iron water mains and their
11.2 Key Physical Specifications
Parameter Specification
Pipe Working Length 5.0 m, 5.5 m, or 6.0 m (socket and spigot)
Wall Thickness Formula e = K (0.5 + 0.001 DN) — minimum 5 mm
Push-on joint — EPDM rubber gasket as per IS 5382 & ISO
Metallic zinc spray (min 130 g/m², local min 110 g/m²) +
External Coating
bitumen overcoat 70 microns
Portland Cement mortar — centrifugal process (IS 8329-
Internal Lining
Cement to Sand Ratio Minimum 1 part cement to 3.5 parts sand by mass
11.3 External Diameter Tolerances
DN (mm) + Tolerance - Tolerance Max Ovality (mm)
DN (mm) + Tolerance - Tolerance Max Ovality (mm)
11.4 Cement Mortar Lining Thickness
Nominal Pipe Size (mm) Nominal Lining Thickness (mm)
11.5 DI Pipe Quality Assurance & Testing
• Mechanical Tests — tensile strength, Brinell Hardness as per IS 8329-2000
• Hydrostatic Test — minimum 15 seconds, pipe struck with 700g hammer — no leakage/sweating
• Hydrostatic test conducted BEFORE surface coating and lining
• Re-test: if first test fails — two additional tests on different pipes from same lot
• Manufacturer must submit Quality Assurance Plan with tender
• DI Specials as per IS 9523-2000 — flanges PN-10 class
• Gasket bundles must carry manufacturer's test certificate (Hardness, Tensile, Compression, Aging,
Water absorption, Stress relaxation tests)
12. Item No. 03 — uPVC Pipe Technical Specification
Parameter Specification
Standard IS 4985-2000 or latest revision — ISI mark mandatory
Pressure Rating 10.0 Kg/cm² at 27°C — derated for 45°C soil temperature
Pipe Length 6.0 m with tolerance +20mm / -0mm
PVC Resin Grade K-66/K-67 suspension grade
Bulk Density (Compound) 0.50 to 0.53 g/cm³
Pipe Density 1.40 to 1.46 g/cm³
EPDM rubber ring as per IS 5382-1985 — must have ISI
Not more than 1 ppm (gas chromatography headspace
Light Transmission Wall must not transmit more than 0.2% of visible light
Colour As per IS 4985-2000
BIS Certification Valid BIS license mandatory for Indian manufacturers
12.1 Hydrostatic Pressure Test Requirements
Test Type Temperature (°C) Min Duration (hrs) Induced Stress (MPa)
Type Test 60 1000
12.2 Outer Diameter Tolerances
Min OD at any Max OD at any
DN Min OD (mm) Max OD (mm)
13. Item No. 04 — Sluice Valve / Butterfly Valve Technical Specification
Parameter Specification
Standards IS 780 & 2906-1984 — ISI mark on each valve — PN
Temperature Range 4°C to 45°C for drinking water service
Nominal Pressure (PN) PN-1.6 (max working pressure 1.6 MPa ≈ 16 kgf/cm²)
End Connection Double Flanged — flanges as per IS
Sizes Available 80mm to 500mm (as per BOQ)
13.1 Material of Components
Sr. Component Material Grade / IS Reference
Body, bonnet, wedge,
1 Grey Cast Iron 210-FG (IS 210-1978)
stuffing box, gland, cap
2 Steam High Tensile Brass Ally 1/2 (IS 320-1962)
3 Wedge Nut Leaded Tin Bronze Type 2 (IS 318-1962)
Body seat ring, wedge
4 Leaded Tin Bronze Type 2 (IS 318-1962)
5 Bolts Carbon Steel Class 4.6 (IS 1367-1967)
6 Nuts Carbon Steel Class 4 (IS 1367-1967)
7 Bonnet Gasket Compressed Fibre Board Type C (IS 2712-1971)
8 Gland Packing Jute & Hemp IS 5414-1969
Note: Manufacturer's test certificate mandatory for every batch/lot. Inspection certificate from authorized agency
14. Item No. 12 — Valve Chamber Construction Specification
Parameter Specification
(inside dimensions)
Foundation 150mm thick CC 1:4:8 (trap metal 25-40mm)
Walls up to 1.5m depth 230mm BB masonry in CM 1:6
Walls beyond 1.5m depth 350mm BB masonry in CM 1:6
Internal Plaster 12mm in CM 1:3 — upto 20cm below GL
External Pointing CM 1:3 below GL from 20cm
100mm thick precast — two pieces with 12mm dia MS
handles minimum 2 nos.
CI MH Frame & Cover Included in rate — Heavy duty
20mm dia — at 30cm c/c — first step 0.5m from top, last
step 0.5m from bottom
Curing Water or chemical — 14 days
Reinforcement Designed for heavy traffic load
15. Item No. 16 — Drilling / Road & Railway Crossing Specification
Parameter Specification
Method Horizontal boring — mechanized augur method
Casing Pipe Size Approx 100mm larger than carrier pipe — MS or RCC
Casing Pipe Thickness 6mm for 400mm dia / 8mm for 500mm dia
Road Crossing All crossings: horizontal boring machine mandatory
Hydrostatic test minimum 2 hours before insertion into
Carrier Pipe Test
End Seals Concrete seals or William Sons type Neoprene seals
Brick edge pavement in CM 1:6 + cement pointing on
damaged pavement both sides
From Road/Railway authority — work under their
Parameter Specification
M-100 CC block at both ends of crossing — no extra
Carrier Pipe Extension At least 2 metres beyond casing pipe end at either end
16. Item No. 18 — Wet Mix Macadam (WMM) Specification
Parameter Specification
Single compacted layer: min 75mm — max 200mm with
Layer Thickness
vibrating equipment
Daily Output Minimum 500 linear metres to ensure minimum joints
Single paver 7m width OR two pavers of 3.5m each in
No vehicular traffic until WMM has dried and wearing course
Traffic Restriction
Setting/Drying Time 24 hours after final compaction before opening to traffic
±10mm to -20mm from designed longitudinal and cross
Surface Tolerance (Sub-base)
Surface Tolerance (Base course) ±10mm to -10mm
Straightedge Check Max allowable difference under 3m straightedge: 8mm
16.1 Quality Control Test Frequency
Gradation One test per 100 m³
Plasticity Index One test per 200 m³
Moisture Content prior to
One test per 250 m²
Density of Compacted Layer One test per 500 m²
Aggregate Impact Value / LA
One test per 200 m³
Flakiness and Elongation Index One test per 200 m³
17. Bill of Quantities (BOQ) Summary
Schedule Description Amount (Rs.)
Water Supply Distribution Network — Up-gradation of Rs.
Water Supply Network for Pardi Municipality
TOTAL Grand Total
TOTAL Grand Total
BOQ is a Percentage Rate Tender (for works upto Rs. 50 Crore). Bidder to quote percentage
above/below the estimated rate.
• GST and Income Tax TDS will be deducted at source from each bill payment
• Labour Cess: 1% deducted from work done
• SBC (Soil Bearing Capacity) and structural design to be submitted by agency at no extra charge
• For RCC items: cement consumption as per GR: PRC-10/2017 — difference in cement consumption to
be adjusted at input rates
• All rates include constructional plant, layout, supervision, materials, erection, maintenance, insurance,
profit, taxes and duties
This document is a comprehensive reference summary prepared from DTP_merged.pdf (Standard Bidding
Document issued by Chief Officer, Pardi Nagarpalika). In case of any discrepancy between this summary and the
original bid document, the ORIGINAL BID DOCUMENT shall prevail. Always refer to the official document available
at https://www.tender.nprocure.com for binding and complete terms.
NAME OF WORK :- UP-GRADATION WORK OF WATER SUPPLY NETWORK FOR PARDI MUNICIPALITY, PARDI
ITEM DESCRIPTION QTY. UNIT AMOUNT
1 Providing and supplying D. I. pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance,
transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS
2 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A
series K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works
any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete.
5% of total amount of item no.1
5% of total amount of item no.1
Socket & Spigot Type
80 mm up to 300 mm Dia 3,612.00 Kg 148.00
350 mm & More Then 350 mm Dia 2,266.00 Kg 151.00
80 mm up to 300 mm Dia 3,449.00 Kg 155.00
350 mm & More Then 350 mm Dia 2,165.00 Kg 158.00
ITEM DESCRIPTION QTY. UNIT AMOUNT
3 Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of
rings, as per IS specification no. 4985/1995 inclduing all local and central taxes, transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to the departmental stores and inclusidng cost of jointing material etc. complete.
For Providing and Supplying of P.V.C Specials 5% of total PVC pipe supply cost
4 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 etc.
PN-1.6 With hand wheel/cap operated (PD type short body)
5 Providing and supplying C. I. Air valves of approved make & quality of following class and diameter including all taxes, insurance, transportation,
freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.
Kinetic Air Valve (DK)
6 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient
and lineincluding safety provisions using site rails and stacking excavated stuff within Pardi Municipality area including required lead cleaning
the site etc. complete for all lifts and strata as specified.
In all sorts of soil and soft murrum
(b) 1.50 mt. to 3.00 mt. depth 247.00 Cu.m. 112.70
ITEM DESCRIPTION QTY. UNIT AMOUNT
7 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient 1,169.00 Cu.m. 427.80
and line including safety provisions using site rails and stacking excavated stuff within Pardi Municipality area including required lead cleaning
the site etc. complete for all lifts and strata as specified..
In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only.
8 Excavation in bituminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff within 780.00 Cu.m. 288.65
Pardi Municipality area including required lead cleaning the site etc. complete for all lifts and strata as specified.
9 Lowering, laying and jointing DI Pipe C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various classes with CI / MS
specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. comp.
10 Lowering, Laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter inclduing cost of conveyance from
stores to site of works at all level including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.
11 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.
ITEM DESCRIPTION QTY. UNIT AMOUNT
Air Valve (Kinetic Air Valve (DK))
12 Construction of valves chambers in brick or bela stone masonry, locally available in C. M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of
trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M. 1:3 and top cover of precast RCC
slab 100 mm thick (with key hole in two parts, each with handles or MS Bar etc. complete as given size) Upto 1 Mt. depth from G. L. to pipe invert
level incl. complete civil works but excl. cost of excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI-MH Frame
and cover (excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6
Size of chamber 0.60 m x 0.60 m and 1.0 mt. deep 120.00 Nos. 5908.70
Extra Depth beyond 1.0 m Depth 120.00 Rmt 3767.40
Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep 28.00 Nos. 8444.45
Extra Depth beyond 1.0 m Depth 28.00 Rmt 5150.85
Size of Chamber 1.30 m x 1.30 m and 1.0 mt depth 10.00 Nos. 12302.70
Extra Depth beyond 1.0 m Depth 10.00 Rmt 6996.60
13 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage 158.00 Nos. 2638.10
M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.
14 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within GIDC Esate 20,407.00 Cum. 25.30
15 Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including 5,500.00 Hp/Hr 18.32
all accessories, and fuel and labour etc. complete.
16 Drilling of various dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of
various dia M.S/RCC/DICL casing pipe with pushing etc complete various size of pipe for various dia watermain
Without Water main And With MS Casing Pipe-400 thik:6 100.00 Rmt. 7973.08
Without Water main And With MS Casing Pipe-500 thik:8 100.00 Rmt. 11604.15
ITEM DESCRIPTION QTY. UNIT AMOUNT
17 Providing required size House connection by Double Nut for fixing clamps, ferrul bends, union, pvc pipes etc. to accept & keep in position for
required size water connection including material pvc jointing fixing as direction by Engineer in charge.
15.00 mm Dia House Water Connection 5238.00 Nos 1500.00
20.00 mm Dia House Water Connection 655.00 Nos 2000.00
25.00 mm Dia House Water Connection 327.00 Nos 2600.00
40.00 mm Dia House Water Connection 327.00 Nos 3800.00
18 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with 4,610.00 C.M. 1113.02
water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course
on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer.
By Mechanical Means with 1 km lead
19 Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregates 20 m.m. nominal size) and curing complete 6,915.00 C.M. 3683.33
excluding cost of form work & reinforcement for reinforced cement concrete in :
(A) Foundation and Plinth.
Say, Total Amount
Say, Total Amount
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