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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹43.4 L
EMD Value
₹43,000
Closing Date
27 Oct 2026, 5:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
MS PRIYANKA SHARMA(DFLT)
CHIEF ENGINEER ( TENDER CELL)
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-BLP-15(01 work) District-Balrampur
201532
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-BLP-15(01 work) District-Balrampur
RESTRICTED TENDER
WORKS
PERCENTAGE
5 days
CHIEF ENGINEER ( TENDER CELL)
Required Past Technical Experience: As per Tender document
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Panchayat and Rural Development (PARD)
WORKS
MS PRIYANKA SHARMA(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CHIEF ENGINEER ( TENDER CELL)
TENDER CELL
CGRRDA RAIPUR
120
05
No
1
201532
27 Oct, 2026 5:30:00 PM IST
30 Oct, 2026 6:05:12 PM IST
13 Oct, 2026 12:30:00 PM IST
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-BLP-15(01 work) District-Balrampur
NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-BLP-15(01 work) District-Balrampur
43000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
4339000.00
2
30 Oct, 2026 5:30:00 PM IST
4339000
AS PER NIT
AS PER NIT
As per Tender document
5000.00 INR
14d 5h 45m
5 documents required · 4 mandatory · 1 optional
₹5,000
₹43,000
13 Oct 2026
13 Oct 2026
30 Oct 2026
13 Oct 2026
30 Oct 2026
B.O.Q. FOR C.C. SADAK SAH NALI NIRMAD WORK UNDER MUKHAY MANTRI GRAM GOURAV PATH YOJANA
Name of CC Road - CC Sadak Sah Nali Nirman Tarachand Chowk se Bazar Tak
Package No. - MMGGPY-BLP-15
Length - 300 M.
Block :- Wadrafnagar
CGRRDA PIU Balrampur
Name of District -- Balrampur- Ramanujganj
S. No. Department SOR Year BOQ Item ID BOQ Description Unit Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field (Y/N)
1 PARD PMGSY 2025 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 2.00 900.00 1800
2 PARD PMGSY 2025 3.5 (i) Excavation in Cutting in Soil by manual/ Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 65.00 225.00 14625
3 PARD PMGSY 2025 3.4(i) Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Cum 222.00 450.00 99900
4 PARD PMGSY 2025 7.1(I) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Upto 3 m depth Cum 394.00 264.00 104016
5 PARD PMGSY 2025 4.1 (A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 804.00 225.00 180900
6 PARD PMGSY 2025 6.1(II) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 5889.00 252.00 1484028
7 PARD PMGSY 2025 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 4839.00 63.00 304857
8 PARD PMGSY 2025 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610.00 1.00 18610
9 PARD PMGSY 2025 9.2 (B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5756.00 1.80 10361
10 PARD PMGSY 2025 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 600 mm dia M 2928.00 30.00 87840
11 PARD PMGSY 2025 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge Cum 4970.00 144.00 715680
12 PARD PMGSY 2025 7.18 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 5384.00 21.60 116294
13 PARD PMGSY 2025 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 72243.00 1.16 83874
14 PARD PWD Building 2026 18.76 (iii) Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 150 mm Dia RM 374.00 402.00 150348
15 PARD PWD Building 2026 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Each 3947.00 9.00 35523
16 PARD PMGSY 2025 7.1(i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. CUM 394.00 40.86 16099
17 PARD PMGSY 2025 7.3 (II) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) CUM 1200.00 3.16 3791
18 PARD PMGSY 2025 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15 (Nominal mix (1:2.5:5) CUM 4576.00 19.46 89035
19 PARD PMGSY 2025 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C. Grade M-15 CUM 4839.00 15.13 73215
20 PARD PMGSY 2025 7.4 B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 1000 mm dia RMT 5468.00 10.00 54680
21 PARD PMGSY 2025 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material CUM 1032.00 15.3940 15887
22 PARD PMGSY 2025 10.5 (I) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504 CUM 1619.00 6.19 10022
23 PARD PMGSY 2025 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including trimming of slopes to proper profile and preparation of bed as per section 2504 CUM 1923.00 3.0876 5937
Sub Total 3,677,322
Add 18% GST 661,918
Total Cost 4,339,240
Say in lacs 43.39
MUKHAY MANTRI GRAM GOURAVPATH YOJNA
COST ESTIMATE OF CC ROAD
NAME OF ROAD :- CC Sadak Sah Nali Nirman Bich Basti me Mukhay Sadak se Gouravpath School Road
BLOCK :RAMCHANDRAPUR
LENGTH :- 1000 M
S.No. PARTICULAR AMOUNT
1 CONSTRUCTION OF CC ROAD #REF!
GRAND TOTAL #REF!
SAY TOTAL RS IN LAKHS #REF!
Sub Engineer CGRRDA PIU- Balrampur Assistant Engineer CGRRDA PIU- Balrampur Executive Engineer CGRRDA PIU- Balrampur
Technical Sanction For Rs. ………………………….. Lakhs
Executive Engineer
CGRRDA, PIU-Balrampur
Distt.Balrampur (C.G)
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