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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-Finance | ₹22.7 L | L1 | Accepted-Finance Accept |
| 2 | L2₹22.9 LRejected-Finance | ₹22.9 L | L2 | Rejected-Finance Reject |
| 3 | L3₹23.2 LRejected-Finance | ₹23.2 L | L3 | Rejected-Finance Reject |
Tender Value
₹22.7 L
EMD Value
₹22,705
Closing Date
13 Apr 2026, 4:00 pmClosed
SARPANCH GP
AT LAVALE TAL MULSHI DIST PUNE
Construction Of Internal Road F U R T R S I
2026_RDPUN_1293039_1
gplav/Etender/2026/27
Open Tender
Civil Works
180 days
AT GP OFFICE
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹22,705
16 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
13 Apr 2026
7 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1ITEM | ||||||
| 1.01 | 1.NAME OF SUB WORKRoad
TEM NO.:1 Excavation for roadway in earth, soil of all sorts, sand,
nravel or soft murum incuding dressing secion to the required
arade, camber and side slopes and conveying the excavated
materials with all lifts uptoa lead of 50m. and spreading for
embankment or stacking as directed. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | ITEM NO.:2 enAaying. spreading and compacting stone
aggregates of sizes to water bound macadam specification
including spreading in uniform thickness, hand packing to proper
grade and camber,
screening/ binding Mataiaa brooming requisite tvoe of
to fill up the interstices of coarse
aggregate, watering and Compacting with vibratory roller to the
required density. By Mechanical Means -Gradingi (Using Screening
Type B (11.2 mm) Aggregate) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.03 | ITEM NO0.:3 Providing and laying in sitù cement concrete M -30
with tremix treatment for 200 mm thickness for Concrete Road is
including laying plastic sheet for,125 micron thickness with groove
cutting of 4 mm wide and 20 mm deep with necessary refilling with
bitumen (excluding reinforcement) with coarse and fine aggregate
Natural Sand / VSl grade finely washed crushed sand) etc.
complete... | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 1.04 | TEM NO.:4 Supplying hard húrum/ kankar at the road site,
including conveying and stacking complete. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 2.01 | ITEM NO.:5 Spreading hard murum/ soft murrum/ gravel or kankar
for side width complete | - | Cum | - | - | BI01010001010000000000000515BI0100001125 |
| 2.02 | TEM NO.:6 Compacting the hard murum side widths including
laying in layers on each side with vibratory roller including artificial
Watering etc. complete | - | sqm | - | - | BI01010001010000000000000515BI0100001126 |
| 3TTEM N0. :7 Providing and laying cement concrete pipe of ls A58:2003 NP-2 Class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | ||||||
| 4ITEM NO. : 8 Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back around and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, Coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I, bolts and nuts of size 10 mm dia. and 20mm long sheet and angle iron post in one piece without joints including all taxes, Conveying, fixing in ground with cernent coñcrete 1:4:8 bločk of 60 cm x 60 cm x 75 cm size as dirěcted by Engineer-in-charge etc. complete. Mild Steel Board with Enginèering Grade. | ||||||
| 62. NAME OF SUB WORKRoyalty Charges Estimate ITEM NO.:1 Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23216!18 Per Cum).. | ||||||
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