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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance PANCHPARA LABPUR BIRBHUM | LABPUR | BIRBHUM | WEST BENGAL | L1 | Admitted-Finance | ||
| 2 | L2₹17.7 L+₹7,827.65 (0.44%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹17.8 L+₹12,453.08 (0.71%)Admitted-Finance WARD NO 12 MANSAYER ROAD ISLAMPUR DUBRAJPUR BIRBHUM PIN 731123 | ISLAMPUR | BIRBHUM | WEST BENGAL | 731123 | L3 | Admitted-Finance |
Tender Value
₹17.8 L
EMD Value
₹35,600
Closing Date
18 Feb 2026, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ADDITIONAL EXECUTIVE OFFICER
BIRBHUM ZILLA PARISHAD, SURI, BIRBHUM, 731101
Construction of CC Road from Nanoor Rakhakali Mandir to Nanoor C.M High School within Nanoor Block
2026_ZPHD_998072_4
WBZP-BHM-N-78-2025-26
Open Tender
CIVIL WORKS
Percentage
60 days
SURI
As Per NIT
7 documents required · 7 mandatory
₹5,000
₹35,600
27 Feb 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
18 Feb 2026
4 Feb 2026
WBZP-BHM-N-78-04
Construction of CC Road from Nanoor Rakhakali Mandir to Nanoor C.M High School within Nanoor Block (15th C.F.C. 2025-26) (A.C. No. - 127359756)
IMPROVEMENT OF ROAD FROM SIURA CANEL PAR TO KANAIPUR MORE (CH. 1330.00M TO CH. 2235.00M) WITHIN NARAYANPUR G.P. UNDER RAMPURHAT-I P.S. UNDER JAP FUND 2018-19
FOR CONCRETE ROAD
Page No-277, Item No.- 10.01 of PWD SOR Vol-III
Add extra 2% for Bell mouth
Page No-245, Item No.- 4.06 of PWD SOR Vol-III
Add extra 2% for Bell mouth
Page No-47, Item No.- A(3) of PWD SOR Volume I
Add extra 2% for Bell mouth
Page No-332, Item No.- 18.07(d) of PWD SOR
Add extra 2% for Bell mouth
Page No-322, Item No.- 18.05(b) of PWD SOR Volume III
cross @5 m c/c
Local Market Rate
PWD SOR Volume III Page-239, Item- 3.14
Total= Rs.
Sub-Assistant Engineer Birbhum Zilla Parishad
Tender Schedule for Construction of CC Road from Nanoor Rakhakali Mandir to Nanoor C.M High School within Nanoor Block (15th C.F.C. 2025-26) (A.C. No. - 127359756)
NIT No. : BHM-N-78-2025-26
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil
Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.
Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-30 Grade
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
Supplying and laying thermocol sheet.(20mm thick)
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
Total= Rs.
Add 18% for Goods & Service Tax
Total= Rs.
Add 1% for Labour Welfare Cess
Total= Rs.
District Engineer Birbhum Zilla Parishad
FOR CROSS DRAIN (600 X 600)
Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III
Cutoff
Page No-47, Item No.- A(3) of PWD SOR Volume I
Cutoff
Page No-332, Item No.- 18.07(a) of PWD SOR Volume III
Cutoff
Cutoff
Abutment
Page No-322, Item No.- 18.05(b) of PWD SOR Volume III
Cutoff
Cutoff
Cutoff
Abutment
Abutment
Abutment
Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III
Bearing
Deck Slab
Railing
Page No-299, Item No.- 12.21 of PWD SOR Volume III
1.30% of RCC Volume
Total= Rs.
Sub Assistent Engineer Birbhum Zilla Parishad
Analysis of Rate
Providing close Eucalyptus bullah pilling consisting of 150mm dia (50%) & 100 mm dia (50%) bullah of length 2.40mtr. (1.5m driven & 0.90mtr. Exposed) at 650mm c/c & provided with two horizental half splice 100mm dia bullah runner fixed with nail & bolts etc providing 2.5mtr. long Eucalyptus tiles of 2.00mtr. centre to centre fixed with tie post driven 1.50mtr. below G.L. including cost of all materials & two coat of coating of all ballah etc complete as per direction. (including cost of providing filling & proper laying the cement bag average 0.75m width)
Driven at least 1500mm (For 150mm dia ) & 1500mm (For 100mm dia ) below ground & both are 900mm above ground level
150 mm(50%) & 100mm (50%) dia bullah
Taking out put = 30.00 mtr. Length
Unit = Running Meter
a) Material
50% 150mm dia bullah 650 mm c/c length 2.40 mtr. = 47 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(iii))
50% 100mm dia bullah 650 mm c/c length 2.40 mtr. = 46 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i))
100mm dia bullah
For half split Tie bar @ 2.00mtr. c/c 2.5mtr. Long = (15+1)/2 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i))
For Tie post @ 2.00 mtr. c/c 1.80mtr. Length = 16Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i))
For Runner 2no (Length 30.00mtr.) half splice = 2x30/2 = 30mtr. (Ref : PWD SOR Volume III P-334, Item- 18.18(i))
b) Labour
i) Driving main pile 150mm dia (Ref : PWD SOR Volume III P-334, Item- 18.17(iii))
1.50mtr. Each pile No of Pile 47Nos= 70.50 mtr.
ii) Driven main pile 100mm dia (Ref : PWD SOR Volume III P-334, Item- 18.17(i))
iii) Tie Post driving =1.50 x 16 (Ref : PWD SOR Volume III P-334, Item- 18.17(i))
iv) Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. (16x2.5 + 30x2.00) = 100.00mtr. (Ref : PWD SOR Volume III P-338, Item- 18.41)
v) Coal tarring for Two Coat (Ref : PWD SOR Volume III P-335, Item- 18.27)
150mm dia 112.8 mtr. = 112.8 x 0.47 = 53.02 Sqm
100mm dia 110.4mtr. = 10.4 x 0.31 = 34.22 Sqm
100mm dia 28.8 mtr. = 28.8 x 0.31 = 8.93 Sqm
Half splice 100mm dia 100 mtr. = 100 x 0.257 = 25.70 Sqm
Total Area= 121.87 Sqm
c) Supply empty cement bag in good condition. (Ref : PWD SOR Volume III P-336, Item- 18.28)
30.00 x 0.75 x0.45 = 10.125 Cum Volume of Each Cement Bag= 0.035 Cum No of Bag = 290 bag
d) Labour for Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. (Ref : PWD SOR Volume III P-336, Item- 18.29)
Cost of 30.00 mtr. Ballah piling
Cost of 1.00 mtr. Ballah Pilling
Sub-Assistant Engineer Birbhum Zilla Parishad
Analysis of Rate
Cement Concrete Design Mix M30
Cost of 20mm Nominal Size of 60% of 1 Cum
Cost of 10mm Nominal Size of 40% of 1 Cum
Total cost of 1.0 cum
Cost of 0.90 cum.stone chips at site =
Other cost (Ref: Page No-332, Item No.- 18.07(d)(i) of PWD SOR)
Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III)
Total cost of 1.0 cum M30 Conc.
Say Rs.
Cement Concrete Design Mix M15 with 40mm NominalStone aggrigate.
Cost of 20mm Nominal Size of 60% of 1 Cum
Cost of 10mm Nominal Size of 40% of 1 Cum
Total cost of 1.0 cum
Cost of 0.90 cum.stone chips at site =
Other cost (Ref: Page No-332, Item No.- 18.07(a) of PWD SOR)
Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III)
Total cost of 1.0 cum M15 Conc.
Say Rs.
Cement Concrete Design Mix M20 with 40mm NominalStone aggrigate.
Cost of 20mm Nominal Size of 60% of 1 Cum
Cost of 10mm Nominal Size of 40% of 1 Cum
Total cost of 1.0 cum
Cost of 0.90 cum.stone chips at site =
Other cost (Ref: Page No-332, Item No.- 18.07(a) of PWD SOR)
Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III)
Total cost of 1.0 cum M20 Conc.
Say Rs.
Cement Concrete Design Mix M20 in Open Foundation
Cost of 20mm Nominal Size of 60% of 1 Cum
Cost of 10mm Nominal Size of 40% of 1 Cum
Total cost of 1.0 cum
Cost of 0.90 cum.stone chips at site =
Other cost (Ref: Page No-286, Item No.- 12.05(B)(I) of PWD SOR)
Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III)
Total cost of 1.0 cum M20 Conc. In Open Foundation
Say Rs.
Sand Filling
Cost of Fine Sand (Ref : PWD SOR Volume III Page-222, Table II-1, Item No- 3)
Cost of 1 Cum Sand
Other cost (Ref : PWD SOR Volume III Page-286, Item- 12.04)
Total cost of 1.0 cum Sand
600mm dia Hume Pipe
Cost of 600 dia NP3 spigot (Ref : PWD SOR Volume III Page-223, Table II-1, Item No- 8(a))
Rate for laying reinforced cement concrete pipe (Ref : PWD SOR Volume III Page-282, Item- 11.03(F))
Loading & unloading ex/c stacking(600 mm dia) (Ref: Page No-228, Item No.- 1.03(j)(i) of PWD SOR Vol-III)
c) Carriage (Ref: Page No-230, Table No.- 1, Item No.- 7 of PWD SOR Vol-III)
Total=
Earthwork in excavation from borrow pits (land owned/arranged by the Department)……. with an initial lead up to 50 m and initial lift up to 1.5 m
In ordinary soil (Ref: Page No-237, Item No.- 3.01(i) of PWD SOR Vol-III)
Compaction of stone Dust
Cost of Stone dust at Quary including carriage
Cost of 1.0 Cum compacted dust factor 0.70
Cost for compaction of dust (Ref: Page No-245, Item No.- 4.06 of PWD SOR Vol-III)
Total=
Say Rs.
Supplying & laying Thermocol sheet
Rate Per Sqm (Local Market Rate)
Add Contractors Profit 10%
Rate Per Sqm (Local Market Rate)
Cost of Reinforcement.(MS or HYSD)
127 km from Durgapur steel plant To site
Carriage
Cost of Loading & Unloading (Ref : PWD SOR Volume III Page-227, Item- 1.03)
Cost of Carriage (Ref : PWD SOR Volume III Page-230, Table 1)
Total
(A) Cost for bending, binding,laying etc. (Ref: Page No-299, Item No.- 12.21 of PWD SOR Vol-III)
(B) Cost of Steel (Tor Steelrod/ HYSD Bar/ TMT bars (SAIL / TATA / RINL)) (Ref: Page No-218, Table No- I-1, Item No.- 2 of PWD SOR Vol-III)
(C ) Cost of Carriage including necessary loading - unloading from nearest Company Outlets /Stack yard/Godown to the site of executio
(D) Cost for Over Head Charge (B+C)
(E) Cost for Contractor Profit (B+C+D)
Total cost of 1.0 MT Reinforcement.at site.=
Say Rs.
Sub-Assistant Engineer
Birbhum Zilla Parishad
FOR CROSS DRAIN (900 X 900)
Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III
Cutoff
Page No-47, Item No.- A(3) of PWD SOR Volume I
Cutoff
Page No-332, Item No.- 18.07(a) of PWD SOR Volume III
Cutoff
Cutoff
Abutment
Page No-322, Item No.- 18.05(b) of PWD SOR Volume III
Cutoff
Cutoff
Cutoff
Abutment
Abutment
Abutment
Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III
Bearing
Deck Slab
Railing
Page No-299, Item No.- 12.21 of PWD SOR Volume III
1.30% of RCC Volume
Total= Rs.
Sub Assistent Engineer Birbhum Zilla Parishad
BIDDER INFORMATION FORM v3 BIRBHUM ZILLA PARISHAD
Name of the Bidder
Bid submitted for (NIT No)
eTender Id
BIDDERS DETAILS
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