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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹7.7 LAccepted-Finance | ₹7.7 L | 2 | Accepted-Finance Tenderer |
| 2 | 1₹7.6 LRejected-Finance | ₹7.6 L | 1 | Rejected-Finance Not Intrested for do this work |
| Sl No | Description | Qty | Unit | EMMESCI WORKS CONTRACT L1 | Sanjay L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavational depositing onbank with an initial lead of 10m and lift of 2 m
First depth of 2M | 18.39 | Cum | 263 ₹4,836.57 | 263 ₹4,836.57 |
| 2.00 | Second depth of 1M | 0.36 | Cum | 273 ₹98.28 | 273 ₹98.28 |
| 3.00 | C.C 1:4:8 ( One Cement four sand including eight aggregate) using 40mm HBGS for levelling course | 0.9 | Cum | 5,370 ₹4,833 | 5,370 ₹4,833 |
| 4.00 | Providing and laying in position, Standardised Concrete Mix M-3O Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards (No separate payment will be made by the Department for the excess usage of materials) etc complete for 10 cum.
1.5m to 5m below G.L | 1.65 | Cum | 9,100 ₹15,015 | 9,121 ₹15,049.65 |
| 5.00 | 0m to 1.50m below G.L | 0.7 | Cum | 8,982 ₹6,287.40 | 8,982 ₹6,287.40 |
| 6.00 | Above G.L & upto 4.5m | 1.45 | Cum | 9,123 ₹13,228.35 | 9,123 ₹13,228.35 |
| 7.00 | 4.5m to 7.32m form GL | 3.4 | Cum | 9,401 ₹31,963.40 | 9,401 ₹31,963.40 |
| 8.00 | 7.33m to 10.98m from GL | 1.66 | Cum | 9,679 ₹16,067.14 | 9,679 ₹16,067.14 |
| 9.00 | Supplying and erection steel centering for sides and soffits
PLANCE SURFACE
Below G.L | 7.47 | Sqm | 1,095 ₹8,179.65 | 1,095 ₹8,179.65 |
| 10.00 | G.L to 3.30M | 7.97 | Sqm | 1,095 ₹8,727.15 | 1,095 ₹8,727.15 |
Tender Value
₹9.5 L
EMD Value
₹9,500
Closing Date
7 Jan 2026, 3:00 pmClosed
Block Development Officer (V.Pt)
Block Development Office Nanguneri
Construction of 10000 litre OHT 7.50 m Staging Height at Vadivalpuram Village in Ramakrishnapuram Panchayat.
2025_RDTN_636994_6
B1/4277/2023
Open Tender
Construction Works
80 days
Block Development Officer (V.Pt)
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,500
14 Mar 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
Earthwork excavational depositing onbank with an initial lead of 10m and lift of 2 m First depth of 2M
Second depth of 1M
C.C 1:4:8 ( One Cement four sand including eight aggregate) using 40mm HBGS for levelling course
Providing and laying in position, Standardised Concrete Mix M-3O Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards (No separate payment will be made by the Department for the excess usage of materials) etc complete for 10 cum. 1.5m to 5m below G.L
0m to 1.50m below G.L
Above G.L & upto 4.5m
4.5m to 7.32m form GL
7.33m to 10.98m from GL
Supplying and erection steel centering for sides and soffits PLANCE SURFACE Below G.L
G.L to 3.30M
CURVED SURFACE 0 TO 3.30m
SQUARE COLUMN Below G.L
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying and fabricating delivery and fixing in position of HSD steel rods
Fabrication supply delivery and fixing of out side MS ladder
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3
Providing PVC ventilating arrangements
Providing cut stone slab in CM 1:3.0.60mx 0.60mx0.10m
Providing manhole cover of sixe 0.60mx0.60m
Painting Govt emblem
Provision for pipe Connection arrangements 65mm $ GI pipe for inlet connnection
65mm $ GI pipe for over flow & rain water harvesting pipe
50mm $ GI pipe for Scour pipe
65mm $ GI pipe fordelivery pipe
65mm $ GM Gate valve
50mm $ GM Gate valve
Provision for the Pipe Line arrangements etc complete Supply and delivery of 75mm PVC pipe 6KSC Pumping Line
Earth work excavation in hard stiff clay, stiff block cotton, hard red earth shales, murram gravel etc including refilling works etc complete
Laying for 75mm PVC pipe
Refilling Charges including all cost and Conveyance etc Complete
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