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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -39.00% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 L+₹32,904.69 (9.66%)Admitted-Finance | -33.11% | ₹3.7 L+₹32,904.69 (9.66%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 L+₹78,825.99 (23.1%)Admitted-Finance | -24.89% | ₹4.2 L+₹78,825.99 (23.1%) | L3 | Admitted-Finance |
| 4 | L4₹4.4 L+₹97,708.48 (28.7%)Admitted-Finance 1 RANI BAJAR BARGAON GONDA GONDA UTTAR PRADESH 271001 | GONDA | UTTAR PRADESH | 271001 | -21.51% | ₹4.4 L+₹97,708.48 (28.7%) | L4 | Admitted-Finance |
| 5 | L5₹4.6 L+₹1.2 L (33.8%)Admitted-Finance | -18.36% | ₹4.6 L+₹1.2 L (33.8%) | L5 | Admitted-Finance |
Tender Value
₹5.6 L
EMD Value
₹11,200
Closing Date
12 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD PIPAR CITY
Construction of CC road bypass puliya ashok nagar To chokidaro ka Mohala pipar city
2026_DLB_582025_1
NIT NPPC 4909 DATE 03.08.2026
Open Tender
Civil Works
Percentage
90 days
PIPAR CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO PIPAR CITY / MDRISL
₹11,200
Yes
19 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
12 Aug 2026
4 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | 326.25 | Cum | 178.5 | ₹58,235.63 |
| 2 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than
10 Mpa at 7 days, mixed in concrete mixer, laid manually,
compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | 53.29 | Cum | 2,955 | ₹1,57,471.95 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 54.38 | Cum | 5,910 | ₹3,21,385.8 |
| 4 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical / vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipein the manhole/inspection chamber’s wall shall deemed to be
included in the item of manhole/inspection chamber shall not be payable 450 mm internal diameter | 10 | Rm | 2,156 | ₹21,560 |
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